The URL can be used to link to this page

21-1207_LENNAR HOMES OF CALIFORNIA INCORPORATED_Enclosure_F11SHEET 1 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS: 169 NUMBERED TRACT NO. 19063 43 LETTERED (A -AQ) TOTAL ACREAGE: 34.061 ACRES (GROSS) IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, 33.625 ACRES (NET) STATE OF CALIFORNIA BEING A SUBDIVISION OF PARCELS 1 AND 3 OF LOT LINE ADJUSTMENT NO. LLA 18-004, RECORDED OCTOBER 18, 2018 AS INST. NO. 2018000379334 OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE, L.S. 9106 DATE OF SURVEY. APRIL, 2020 0 WNERSHI P CERTIFICATE WE, THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND COVERED BY THIS MAP, DO HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF SAID MAP, AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED TO THE PUBLIC AS AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES: ALIPAZ STREET, DEL OBISPO STREET AND VIA POSITIVA. WE HEREBY DEDICATE TO THE CITY OF SAN JUAN CAPISTRANO: AN EASEMENT FOR INGRESS/EGRESS AND SANITARY SEWER PURPOSES, AS SHOWN ON SAID MAP. AN EASEMENT OVER LOT 'K' AND PORTIONS OF LOTS 'A' AND 'N', FOR INGRESS/EGRESS AND STORM DRAIN PURPOSES, AS SHOWN ON SAID MAP. AN EASEMENT FOR INGRESS/EGRESS AND PUBLIC UTILITY PURPOSES, AS SHOWN ON SAID MAP. AN EASEMENT FOR INGRESS/EGRESS AND DOMESTIC WATER AND APPURTENANCES PURPOSES, AS SHOWN ON SAID MAP. AN EASEMENT FOR PUBLIC TRAIL PURPOSES, AS SHOWN ON SAID MAP. AN EASEMENT FOR EMERGENCY VEHICULAR INGRESS/EGRESS OVER ALL OF LOTS 'A' THROUGH 'J', INCLUSIVE, AS SHOWN ON SAID MAP. AN EASEMENT FOR PUBLIC PARK AND RECREATION PURPOSES OVER ALL OF LOT 'AN', AS SHOWN ON SAID MAP AN EASEMENT FOR TRAFFIC SIGNAL PURPOSES, AS SHOWN ON SAID MAP. THE WATER RIGHTS INCLUDED WITHIN OR APPURTENANT TO THE LAND LYING WITHIN THE DISTINCTIVE BORDER LINE OF THIS TRACT. WE HEREBY RESERVE TO OURSELVES, SUCCESSORS, AND ASSIGNS AN EASEMENT FOR PRIVATE DRAINAGE PURPOSES, AS SHOWN ON SAID MAP. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOTS 1 AND 2, AN EASEMENT FOR PRIVATE ACCESS PURPOSES, AS SHOWN ON SAID MAP. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF THE CAPISTRANO UNIFIED SCHOOL DISTRICT, AN EASEMENT FOR SEWER PURPOSES, AS SHOWN ON SAID MAP. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOTS 41, 42 AND 43, AN EASEMENT OVER ALL OF LOT 'M' FOR PRIVATE ACCESS AND PRIVATE SEWER PURPOSES. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOTS 47 AND 48, AN EASEMENT OVER ALL OF LOT 'N' FOR PRIVATE ACCESS AND PRIVATE SEWER PURPOSES. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOTS 82, 83, 84, 85, 86, 87 AND LOT 'AP', AN EASEMENT OVER ALL OF LOT '0' FOR PRIVATE ACCESS, PRIVATE SEWER, AND PRIVATE WATER PURPOSES. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOTS 92, 93 AND 94, AN EASEMENT OVER ALL OF LOT 'P' FOR PRIVATE ACCESS, PRIVATE SEWER, AND PRIVATE WATER PURPOSES. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOTS 149 THROUGH 156, INCLUSIVE, AN EASEMENT OVER LOT 'S' FOR PRIVATE ACCESS AND PRIVATE SEWER PURPOSES. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOTS 41, 42 AND 43, AN EASEMENT OVER ALL OF LOT 'M' FOR PRIVATE WATER PURPOSES. WE HEREBY RESERVE, FOR THE USE AND BENEFIT OF LOT 47, AN EASEMENT OVER ALL OF LOT 'N' FOR PRIVATE WATER PURPOSES. AG ESSENTIAL HOUSING CA 1, L.P., A DELAWARE LIMITED PARTNERSHIP BY.• NAME. TI TLE: NOTARY ACKNOWLEDGEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF ) SS COUNTY OF ) ON BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS) WHOSE NAMES) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND: SIGNATURE NOTARY PUBLIC IN AND FOR SAID STATE PRINT NAME MY COMMISSION NO: MY COMMISSION EXPIRES:. MY PRINCIPAL PLACE OF BUSINESS IS IN SIGNA TURE OMISSIONS COUNTY. PURSUANT TO THE PROVISIONS OF SECTION 66436 (0)(3)(A)(i-viii) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: SAN DIEGO GAS & ELECTRIC COMPANY, HOLDER OF AN EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES, RECORDED DECEMBER 7, 1984 AS INSTRUMENT NO. 84-509085 OF OFFICIAL RECORDS, AN EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES, RECORDED SEPTEMBER 30, 1985 AS INSTRUMENT NO. 85-373411 OF OFFICIAL RECORDS, AN EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES, RECORDED JULY 21, 1989 AS INSTRUMENT NO. 89-385963 OF OFFICIAL RECORDS, AND AN EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES, RECORDED SEPTEMBER 23, 2014 AS INSTRUMENT NO. 2014000385277 OF OFFICIAL RECORDS. THE CITY OF SAN JUAN CAPISTRANO, HOLDER OF AN EASEMENT FOR SANITARY SEWER AND INCIDENTAL PURPOSES, RECORDED DECEMBER 15, 1971 IN BOOK 9927, PAGE 90 OF OFFICIAL RECORDS, AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES, RECORDED JUNE 14, 1973 AS INSTRUMENT NO. 14316 IN BOOK 10748, PAGE 992 OF OFFICIAL RECORDS, AN EASEMENT FOR WATER PIPELINE OR PIPELINE, INGRESS/EGRESS AND PUBLIC UTILITY PURPOSES, RECORDED SEPTEMBER 18, 1981 AS INSTRUMENT NO. 24200 IN BOOK 14225, PAGE 683 OF OFFICIAL RECORDS, AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES, RECORDED JUNE 4, 1970 IN BOOK 9307, PAGE 848 OF OFFICIAL RECORDS, AND AN EASEMENT FOR STORM DRAIN AND INCIDENTAL PURPOSES, RECORDED JUNE 23, 1976 IN BOOK 11783, PAGE 743 OF OFFICIAL RECORDS. SOUTHERN CALIFORNIA GAS COMPANY, HOLDER OF AN EASEMENT FOR UNDERGROUND GAS PIPELINES, CONDUITS, AND FACILITIES RECORDED NOVEMBER 8, 2021 AS INSTRUMENT NO.2021000674494 OF OFFICIAL RECORDS. PURSUANT TO THE PROVISIONS OF SECTION 66436 (0)(3)(B) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED, THE SUCCESSOR IN INTEREST IS NOT LOCATABLE AND SIGNATURES ARE IMPOSSIBLE TO OBTAIN: TRABUCO WATER COMPANY, HOLDER OF AN EASEMENT FOR DITCHES AND INCIDENTAL PURPOSES, RECORDED JULY 26, 1892 IN BOOK 64, PAGE 202 OF OFFICIAL RECORDS. THE CITY OF SAN JUAN CAPISTRANO AS SUCCESSOR IN INTEREST TO THE COUNTY OF ORANGE, FOR AND IN BEHALF OF ORANGE COUNTY WATER WORKS DISTRICT NO.4, HOLDER OF AN EASEMENT FOR INGRESS/EGRESS AND PIPELINE PURPOSES, RECORDED AUGUST 9, 1961 IN BOOK 5811, PAGE 223 AND BY QUITCLAIM DEED RECORDED JANUARY 23, 1962 IN BOOK 5985, PAGE 392 BOTH OF OFFICIAL RECORDS AND AN EASEMENT FOR INGRESS/EGRESS AND PIPELINE PURPOSES, RECORDED JANUARY 24, 1962 AS INSTRUMENT NO. 16918 IN BOOK 5987, PAGE 338 OF OFFICIAL RECORDS. SURVEYOR'S STA TEMEN T ACCEPTED AND FILED AT THE REQUEST OF LENNAR TITLE COMPANY DA TE TIME FEE $ INSTRUMENT # BOOK PAGES HUGH NGUYEN COUNTY CLERK -RECORDER m DEPUTY THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORATION, IN APRIL, 2020. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN SUCH POSITIONS WITHIN 90 DAYS AFTER ACCEPTANCE OF IMPROVEMENTS, AND THAT SAID MONUMENTS ARE �� SAND S& SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY��`� PS J.,yOo LFA STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. J chi �m � 0 CHARLES J. MOORE, L.S. 9106 DATE COUNTY SURVEYOR'S STA TEMEN T G- I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE FOUND THAT ALL MAPPING PROVISIONS OF THE SUBDIVISION MAP ACT HAVE BEEN COMPLIED WITH AND I AM SATISFIED SAID MAP IS TECHNICALLY CORRECT, RELATIVE TO THE TRACT MAP BOUNDARY. DATED THIS DAY OF KEVIN R. HILLS, COUNTY SURVEYOR L.S. 6617 BY. LILY M. N. SANDBERG, DEPUTY COUNTY SURVEYOR P.L.S. 8402 CITY ENGINEER'S STATEMENT 2021. \_AND S�\ �vNEZrri Sq GFS v J � L.S. 8402 s� 9TF OF I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE FOUND IT TO BE SUBSTANTIALLY IN CONFORMANCE WITH THE TENTATIVE MAP, IF REQUIRED, AS FILED WITH, AMENDED AND APPROVED BY THE CITY COUNCIL; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND CITY SUBDIVISION REGULATIONS HAVE BEEN COMPLIED WITH. DATED THIS DAY OF JEROME G. PARCO R.C.E 50385 CITY ENGINEER CITY OF SAN JUAN CAPISTRANO CITY SURVEYOR'S STA TEMEN T QROF ESS/o4, 2021. k� SOME G. pq co c� rZn � N0. 50385 m S�, CIVIL ��P 9TF OF C A�\F O� I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE FOUND THAT IT CONFORMS WITH THE MAPPING PROVISIONS OF THE SUBDIVISION MAP ACT AND I AM SATISFIED SAID MAP IS TECHNICALLY CORRECT IN ALL RESPECTS NOT STATED TO BY THE COUNTY SURVEYOR. DATED THIS DAY OF STEVE W. MAY, P.L.S. 7023 CITY SURVEYOR SAN JUAN CAPISTRANO 2021. STEVE W. MAY LS7023 ') COUNTY TREASURER -TAX COLLECTOR'S CERTIFICATE STATE OF CALIFORNIA ) ) SS COUNTY OF ORANGE ) I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF MY OFFICE, THERE ARE NO LIENS AGAINST THE LAND COVERED BY THIS MAP OR ANY PART THEREOF FOR UNPAID STATE, COUNTY, MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOT YET PAYABLE. AND DO CERTIFY TO THE RECORDER OF ORANGE COUNTY THAT THE PROVISIONS OF THE SUBDIVISION MAP ACT HAVE BEEN COMPLIED WITH REGARDING DEPOSITS TO SECURE THE PAYMENT OF TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES ON THE LAND COVERED BY THIS MAP. DATED THIS DAY OF 20 SHARI L. FREIDENRICH BY. COUNTY TREASURER -TAX COLLECTOR TREASURER -TAX COLLECTOR Cl TY CLERK'S CER TIFI CA TE STATE OF CALIFORNIA ) COUNTY OF ORANGE ) SS CITY OF SAN JUAN CAPISTRANO ) I HEREBY CERTIFY THAT THIS MAP WAS PRESENTED FOR APPROVAL TO THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO AT A REGULAR MEETING THEREOF HELD ON THE DAY OF '20 . AND THAT THEREUPON SAID COUNCIL DID, BY AN ORDER DULY PASSED AND ENTERED, APPROVE SAID MAP AND DID ACCEPT ON BEHALF OF THE PUBLIC, SUBJECT TO IMPROVEMENTS, THE EASEMENT DEDICATION FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES: ALIPAZ STREET, DEL OBISPO STREET AND VIA POSITIVA. AND DID ALSO HEREBY ACCEPT ON BEHALF OF THE CITY OF SAN JUAN CAPISTRANO: 1. THE EASEMENT FOR INGRESS/EGRESS AND SANITARY SEWER PURPOSES, AS DEDICATED. 2. THE EASEMENT OVER LOT 'K' AND PORTIONS OF LOTS 'A' AND 'N' FOR INGRESS/EGRESS AND STORM DRAIN PURPOSES, AS DEDICATED. 3. THE EASEMENT FOR INGRESS/EGRESS AND PUBLIC UTILITY PURPOSES, AS DEDICATED. 4. THE EASEMENT FOR INGRESS/EGRESS AND DOMESTIC WATER AND APPURTENANCES PURPOSES, AS DEDICATED. 5. THE EASEMENT FOR PUBLIC TRAIL PURPOSES, AS DEDICATED. 6. THE EASEMENT FOR EMERGENCY VEHICULAR INGRESS/EGRESS OVER ALL OF LOTS 'A' THROUGH 'J', INCLUSIVE, AS DEDICATED. 7. THE EASEMENT FOR PUBLIC PARK AND RECREATION PURPOSES OVER ALL OF LOT 'AN', AS DEDICATED. 8. THE EASEMENT FOR TRAFFIC SIGNAL PURPOSES, AS DEDICATED 9. THE WATER RIGHTS INCLUDED WITHIN OR APPURTENANT TO THE LAND LYING WITHIN THE DISTINCTIVE BORDER LINE OF THIS TRACT, AS DEDICATED. WE ALSO HEREBY ABANDON, PURSUANT TO SECTIONS 66499.20.2 AND 66434(g) OF THE SUBDIVISION MAP ACT.• 1. THOSE PORTIONS OF THE FOLLOWING EASEMENTS ACQUIRED BY THE CITY OF SAN JUAN CAPISTRANO: THE EASEMENT FOR ROAD PURPOSES RECORDED 2/17/1897, IN BOOK 29, PAGE 389, OFFICIAL RECORDS; THE EASEMENT FOR HIGHWAY PURPOSES RECORDED 10/15/1930, IN BOOK 420, PAGE 430, OFFICIAL RECORDS; THE EASEMENT FOR STREET AND HIGHWAY PURPOSES RECORDED 7/14/1972 AS INST. NO. 11900, BOOK 10223, PAGE 266, OFFICIAL RECORDS; AND THE EASEMENT FOR SANITARY SEWER AND INCIDENTAL PURPOSES RECORDED 12/15/1971 IN BOOK 9927, PAGE 90 OFFICIAL RECORDS; 2. THE FOLLOWING EASEMENTS ACQUIRED BY THE CITY OF SAN JUAN CAPISTRANO: THE EASEMENT FOR STREET AND HIGHWAY PURPOSES RECORDED 6/23/1976, IN BOOK 11783, PAGE 740, OFFICIAL RECORDS; THE EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES RECORDED 6/14/1973 AS INSTRUMENT NO. 14316 IN BOOK 10748, PAGE 992, OFFICIAL RECORDS, AND THE EASEMENT FOR WATER PIPELINE OR PIPELINES, INGRESS/EGRESS AND PUBLIC UTILITY PURPOSES RECORDED 9/18/1981 AS INSTRUMENT 24200 IN BOOK 14225, PAGE 683 OFFICIAL RECORDS, 3. THE FOLLOWING EASEMENTS ACQUIRED BY THE CITY OF SAN JUAN CAPISTRANO AS SUCCESSOR IN INTEREST TO THE COUNTY OF ORANGE, FOR AND IN BEHALF OF ORANGE COUNTY WATER WORKS DISTRICT NO.4: THE EASEMENT FOR INGRESS/EGRESS AND PIPELINE PURPOSES RECORDED 8/9/1961, IN BOOK 5811, PAGE 223 AND 1/23/1962 IN BOOK 5985, PAGE 392, OFFICIAL RECORDS, AND THE EASEMENT FOR INGRESS/EGRESS AND PIPELINE PURPOSES RECORDED 1/24/1962 AS INSTRUMENT NO. 16918 IN BOOK 5987, PAGE 338 OFFICIAL RECORDS; ALL LYING WITHIN THE BOUNDARY OF THIS TRACT MAP, ALL NOT SHOWN ON THIS MAP. AND DID ALSO APPROVE SUBJECT MAP PURSUANT TO THE PROVISIONS OF SECTION 66436 (0)(3)(A) OF THE SUBDIVISION MAP ACT. DATED THIS DAY OF 20 MARIA MORRIS CITY CLERK OF THE CITY OF SAN JUAN CAPISTRANO SHEET 2 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS: 169 NUMBERED 43 LETTERED (A -AQ) TOTAL ACREAGE. 34.061 ACRES (GROSS) 33.625 ACRES (NET) NW'LY LINE LEGEND LOT 64 / I ( ) - RECORD DATA AS NOTED oM a 17 ( ] - RECORD DATA PER R1 I 1 - RECORD DATA PER R3 O ^ 20' C. - CALCULATED PER cQ N C.R. - CORNER RECORD 41N / i • 1 DN. - DOWN O c , p � FD. - FOUND v a N D N IN - INTERSECTION p0 Cp M. - MEASURED - -� o' COA )' N69-1 M&R - MEASURED AND RECORD (51�26''S00"W (R) - RADIAL BEARING M.&R1) SNF - SEARCHED, NOTHING FOUND D a i 968,34 1 6834' S&W - SPIKE & WASHER QN 20'16 N69•1S �3W C O/ hNM v N n' � ^ 1 S'LY LINE 11 2 CO�), � LOT 64 "EXISTING DEL OBISPO TRACT N0. 19063 SEE SHEET 3 FOR SHEET INDEX, NOTES AND EASEMENT NOTES MONUMENT NOTES IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA ALL MONUMENTS TO BE SET, WILL BE SET WITHIN 90 DAYS AFTER ACCEPTANCE OF IMPROVEMENTS. PROACTIVE ENGINEERING CONSULTANTS, INC. CENTERLINES OF PRIVATE STREETS WILL BE MONUMENTED AT CENTERLINE INTERSECTIONS, CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 BEGINNING AND END OF CURVES AND ANGLE POINTS WITH A 1" IRON PIPE TAGGED "LS 9106", OR LEAD, TACK & TAG "LS 9106" OR SPIKE & WASHER STAMPED "LS 9106", UNLESS Q� OTHERWISE NOTED. 14 v 15 BOUNDARY ESTABLISHMENT MAP LOT CORNERS WILL BE MONUMENTED WITH A 1" IRON PIPE TAGGED "LS 9106", OR LEAD, TACK �v & TAG "LS 9106", SET IN TOP OF CURB ON THE PROLONGATION OF THE SIDE OR REAR LOT ��v v LINE AND RADIAL FOR ALL BEGINNING AND END OF CURVES, UNLESS OTHERWISE NOTED. � 13 --FOUND O.C.S. HORIZONTAL CONTROL STATION MONUMENT PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. • -FOUND MONUMENT AS NOTED HEREON. O -INDICATES SET 2" IRON PIPE TAGGED "LS 9106" OR LEAD TACK P. TAG "LS 9106" OR v 12 ^v IV /� ,O STREET" PER R6 20'-' / 18 DETAIL 'A' F31,ASB es�2o NO SCALE �/��4 0 B L8 'VSQ. A 26S'S' 28)Q7 f,7 S30/ BASIS OF BEARINGS p -N'LY ' \ AA�� THE BEARINGS SHOWN HEREON ARE BASED ON THE '1'Q8° C p") CORNER A,yj 'L18cF� GRID BEARING OF N33°48'30"E BETWEEN O C S 06, h p LOT 64 J 6 2 S�2 2 HORIZONTAL CONTROL STATION GPS NO. 7540 AND \R�• \ \`�S' �� ry >6 503, �O/R SS _V - - AS B.C./E.C. q ALIPAZ STREET, PER R11. ESTABLISHED CURVE HOLDING RECORD RADIUS GPS NO. 7541 PER RECORDS ON FILE IN THE \8st ��/ / 4 _S�6'�j (S03 S\�9 p / AND TANGENCY TO IN/OUT COURSES BETWEEN FOUND MONUMENTS. OFFICE OF THE ORANGE COUNTY SURVEYOR. \ `� J NW'LY LINE 6 •2 ? 90 - W / �� / \ LOT 64 S O S 5 ��, �j2J - � � lb' / �8 -FOUND 1"/P & TAG "LS 6788" PER R7, DN. 0.1'. ACCEPTED AS NE CORNER OF R7, ALSO DATUM STA TEMEN T NWLINE N64°59 4 E ' I I 1 ^ / BEING THE ELY ANGLE POINT IN THE WILY BOUNDARY OF R9. 'LY �1 \ �.� � - COORDINATES SHOWN HEREON ARE BASED ON THE LOT 64 / 9 FOUND GEAR SPIKE & WASHER "LS 7159" PER R10, FLUSH. No � PARCEL 11 h � / - CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE Vl, NNo 0 / �0 s23 NS3. ^ ^ 10 -FOUND 2"IP W/ PLASTIC PLUG STAMPED "LS 3495" DN. 1.1' IN WELL. ACCEPTED AS B.C. lb - 1983 NAD. (2017.50 EPOCH OCS GPS ADJUSTMENT) �9�0� �' �' /� S>Q� " O / l 2 SEE DETAIL 'B' / ^ .QTO V� `O �Q^/ ALIPAZ STREET, PER R7 & R11. ALL DISTANCES SHOWN ARE GROUND, UNLESS �9 SHEET 11 �� 9CTN�0/>- 40 h / 11 -SNF, ESTABLISHED WILY CORNER OF PARCEL 1, PER R8, AT RECORD DISTANCE 135.26' OTHERWISE NOTED. TO OBTAIN GRID DISTANCES �� 06 �NS3, s �^ �' '� �r 'vo T 6) p� �p PRODUCED FROM FOUND MONUMENTS 12 AND 13. MULTIPLY GROUND DISTANCES BY 0.99996035 ��J / OS �'� y /� 9S 9� X0.3 �� / (THIS COMBINATION FACTOR IS PROJECT SPECIFIC) 5 P� 1 ��NF Q� VSs. 33 a� ^p / 12 -FOUND 1"/P, NO TAG, DN. 1.9'. ACCEPTED AS N'LY CORNER OF PARCEL 1, PER R8. Q0peo 2 is L4 \ A��c�C ?�"' /� 19s�a7l p�/ l / 13 -FOUND RIR PIKE W/ PUNCHMARK DN. 0.2, PER R8. ACCEPTED AS N'LY CORNER OF � �v10 ^p `65 80) 9S>>9 // 14 CURVE NOTED ILLEGIBLE,UND LT&T. AS �DE� OBISPON WELL. STREET PER EPTED AS A. H. F. P. NO.L540'CPER R8.E 3000' RADIUS 6g�� 1808 i� 15 -FOUND REBAR W/ PUNCHMARK PER C.R. 2018-2050 DN. 0.3, ACCEPTED AS �< �� 2jJ� �Q� INTERSECTION 1 -FOUND SPIKE & WASHER "LS 3905" FLUSH, PER R6 & R7. ACCEPTED AS INTERSECTION C / ��`L 1 0�' 7 ^ / OF SW'LY LINE OF LOT 64, TRACT 103 & q "EXISTING DEL OBISPO STREET", PER R6. pAQOEL ,L1� ^p� p� ��, �, / �� / 17 -FOUND LT&T "LS 3338" DN. 2.0' IN WELL. HELD FOR LINE ALONG q DEL OBISPO STREET vv 9v PER R4. PARC ELL �3 <v Q o �^ Q� / V(� / 18 -SNF, ESTABLISHED INTERSECTION OF NE'LY LINE OF LOT 64 AND q DEL OBISPO STREET, Al v v / / FORMERLY McKINLEY AVENUE, PER R3, AT RECORD DISTANCE 262.05' FROM SLY CORNER PARCEL 2, PER R8. CO o�SEE DETAIL 'A' HEREON �� LLA 18-004 EASEMENT NOTES 243T. 90. =0000379334, D.R. / 1 (51726 I � O -EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES GRANTED TO THE CITY OF SAN JUAN RECORDED 10812010 ALIPAZ STREET CAPISTRANO, RECORDED JUNE 4, 1970 IN BOOK 9307, PAGE 848 O.R. o l 510 ) _ /N69°150p1'W 834, (968,35'C. _�\, N6 5' E1277.371 €1277.571I (1304. 6=3745'33" Rg) CURVE DATA 0- EASEMENT FOR STORM DRAIN AND INCIDENTAL PURPOSES GRANTED TO THE CITY OF SAN JUAN R7 458.0j• 00" 1278 g5 1303.60 1 8 d=37°45'33" (d=37°44'41" R7) CAPISTRANO, RECORDED JUNE 23, 1976 IN BOOK 11783, PAGE 743 O.R. A �� ) X458 3, SNF „W- _ -1304.86 € Z C.0 RL 1790.83' (L=790.52' R7)) EASEMENT FOR DITCHES AND INCIDENTAL PURPOSES GRANTED TO TRABUCO WATER COMPANY, �p SNF, ESTAB. BY RECORD N89°19 48 POSITIVA o N RECORDED JULY 26, 1892 IN BOOK 64, PAGE 202 OF OFFICIAL RECORDS. ")' DISTANCE, 517.26' FROM 985.29 • VIA o o �I / ( ) CANNOT BE PLOTTED FROM RECORD WILY COR. LOT 64, r' t ct y /;I� y (895 1T R13) \ r�c> 16 � 2' f3 c I / ^ TRACT NO. 103, PER R1 N2A°� \ r,�6 0 �� / EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES GRANTED TO �o p FD. 2"IP & TAG "LS 485", S)4 I SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED DECEMBER 7, 1984 AS INSTRUMENT NO. 6'?y 7 A 84-509085 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) qy PER RSB 7/6 & R7, DN. p 2.6'. ACCEPTED AS WEST O TOSCANA / co 1/4 COR., SECTION 12, t3 l PASS _ EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES ^ _ GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED SEPTEMBER 30, 1985 AS T.8S., R.8W., SBM. \ �p / RECORD REFERENCES INSTRUMENT N0. 85-373411 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) *i�p� aN �Q o /T 9 R1 LLA 18-004 REC. 10/18/2018 AS INST. N0. � � � , EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES GRANTED TO 2018000379334, O.R. p / oI� N N SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED JULY 21, 1989 AS INSTRUMENT NO. 89-385963 R2 - RSB 27, PAGE 27 / ^41 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) R3 - TRACT NO. 103, MM 11, PAGES 29-33 w o FD. SPIKE &TAG, ILLEGIBLE, R4 -TRACT N0. 17713, MM 931, PAGES 36-42 41 o U, EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES c� DN. 0.4, ACCEPTED AS R5 - CITY OF SAN JUAN CAPISTRANO MONUMENT TIES FOR 07' / o ^ o rn GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED SEPTEMBER 23, 2014 AS eco^ �p INT. PER R6 DEL OBISPO STREET AHFP NO. 540, DATED 1/4/1973 �TF� \ / w °' INSTRUMENT NO. 2014000385277 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) Op R6 - TRACT NO. 8460, MM 346, PAGES 9-13 g ^N / o SCALE: 1„ = 200, R7 - R.S. 97-1020, RSB 163, PAGES 42-43 OCS GPS# 7540 EASEMENT FOR UNDERGROUND GAS PIPELINES, CONDUITS, AND FACILITIES GRANTED TO SOUTHERN N "^ FD. LT&T "LS 3338" DN. R8 - PARCEL MAP NO. 85-204, PMB 214, PAGES 1-2 FD. S&W "LS 2304" AT APARENT I CALIFORNIA GAS COMPANY, RECORDED NOVEMBER 8, 2021 AS INSTRUMENT NO.2021000674494 OF 1.9' IN WELL, ACCEPTED AS 0 100' 200' 400' R9 -TRACT N0. 11036, MM 481, PAGES 10-11 INT. CAMINO DEL AVION & VIA MALAGA, v OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) STA. 96+44.38, PER R5 R10 - TRACT NO. 15858, MM 802, PAGES 34-36 PER R7, FLUSH IN PAVEMENT 10 R11 - TRACT NO. 17027, MM 895, PAGES 26-28 NORTH: 2123832.49 CONTINUED ON SHEET 3 R12 - PARCEL MAP NO. 85-255, PMB 210, PAGES 48-49 EAST. 6127385.25 R13 - TRACT NO. 6788, MM 269, PAGES 49-50 LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N18°47'16"E 61.10' M.&R1 L2 N35°44'44"W 221.93' M.&R1 L3 N06°14'44"W 67.35' M.&R1 L4 N8325'16"E 54.07' M.&R1 L5 N36°1527"W 178.38' [177.4l] L6 N5823'20"E 200.75' L7 N5823'20"E 25.37' [25.76] L8 N0053'19"W 11.35' M.&R1 L9 N5823'20"E 109.22' [107.58] L10 N5823'20"E 91.53' (91.43' R1) L11 NOO'03'30"W 50.61' L12 N36 27'04"E 135.26' 135.26' R8 L13 N36 27'04"E 350.99' (351.01' R8 L14 N3454'11 "E 170.01' 170.00' RS L15 N3454'11 "E 86.00' L16 N53'57'41 "W 10.06' L17 N00 53'19"W 243.23' 243.44' R8 L18 N22°52'20"E 266.23' [265.73] HORIZONTAL CONTROL STATION GPS NO. 7540 AND \R�• \ \`�S' �� ry >6 503, �O/R SS _V - - AS B.C./E.C. q ALIPAZ STREET, PER R11. ESTABLISHED CURVE HOLDING RECORD RADIUS GPS NO. 7541 PER RECORDS ON FILE IN THE \8st ��/ / 4 _S�6'�j (S03 S\�9 p / AND TANGENCY TO IN/OUT COURSES BETWEEN FOUND MONUMENTS. OFFICE OF THE ORANGE COUNTY SURVEYOR. \ `� J NW'LY LINE 6 •2 ? 90 - W / �� / \ LOT 64 S O S 5 ��, �j2J - � � lb' / �8 -FOUND 1"/P & TAG "LS 6788" PER R7, DN. 0.1'. ACCEPTED AS NE CORNER OF R7, ALSO DATUM STA TEMEN T NWLINE N64°59 4 E ' I I 1 ^ / BEING THE ELY ANGLE POINT IN THE WILY BOUNDARY OF R9. 'LY �1 \ �.� � - COORDINATES SHOWN HEREON ARE BASED ON THE LOT 64 / 9 FOUND GEAR SPIKE & WASHER "LS 7159" PER R10, FLUSH. No � PARCEL 11 h � / - CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE Vl, NNo 0 / �0 s23 NS3. ^ ^ 10 -FOUND 2"IP W/ PLASTIC PLUG STAMPED "LS 3495" DN. 1.1' IN WELL. ACCEPTED AS B.C. lb - 1983 NAD. (2017.50 EPOCH OCS GPS ADJUSTMENT) �9�0� �' �' /� S>Q� " O / l 2 SEE DETAIL 'B' / ^ .QTO V� `O �Q^/ ALIPAZ STREET, PER R7 & R11. ALL DISTANCES SHOWN ARE GROUND, UNLESS �9 SHEET 11 �� 9CTN�0/>- 40 h / 11 -SNF, ESTABLISHED WILY CORNER OF PARCEL 1, PER R8, AT RECORD DISTANCE 135.26' OTHERWISE NOTED. TO OBTAIN GRID DISTANCES �� 06 �NS3, s �^ �' '� �r 'vo T 6) p� �p PRODUCED FROM FOUND MONUMENTS 12 AND 13. MULTIPLY GROUND DISTANCES BY 0.99996035 ��J / OS �'� y /� 9S 9� X0.3 �� / (THIS COMBINATION FACTOR IS PROJECT SPECIFIC) 5 P� 1 ��NF Q� VSs. 33 a� ^p / 12 -FOUND 1"/P, NO TAG, DN. 1.9'. ACCEPTED AS N'LY CORNER OF PARCEL 1, PER R8. Q0peo 2 is L4 \ A��c�C ?�"' /� 19s�a7l p�/ l / 13 -FOUND RIR PIKE W/ PUNCHMARK DN. 0.2, PER R8. ACCEPTED AS N'LY CORNER OF � �v10 ^p `65 80) 9S>>9 // 14 CURVE NOTED ILLEGIBLE,UND LT&T. AS �DE� OBISPON WELL. STREET PER EPTED AS A. H. F. P. NO.L540'CPER R8.E 3000' RADIUS 6g�� 1808 i� 15 -FOUND REBAR W/ PUNCHMARK PER C.R. 2018-2050 DN. 0.3, ACCEPTED AS �< �� 2jJ� �Q� INTERSECTION 1 -FOUND SPIKE & WASHER "LS 3905" FLUSH, PER R6 & R7. ACCEPTED AS INTERSECTION C / ��`L 1 0�' 7 ^ / OF SW'LY LINE OF LOT 64, TRACT 103 & q "EXISTING DEL OBISPO STREET", PER R6. pAQOEL ,L1� ^p� p� ��, �, / �� / 17 -FOUND LT&T "LS 3338" DN. 2.0' IN WELL. HELD FOR LINE ALONG q DEL OBISPO STREET vv 9v PER R4. PARC ELL �3 <v Q o �^ Q� / V(� / 18 -SNF, ESTABLISHED INTERSECTION OF NE'LY LINE OF LOT 64 AND q DEL OBISPO STREET, Al v v / / FORMERLY McKINLEY AVENUE, PER R3, AT RECORD DISTANCE 262.05' FROM SLY CORNER PARCEL 2, PER R8. CO o�SEE DETAIL 'A' HEREON �� LLA 18-004 EASEMENT NOTES 243T. 90. =0000379334, D.R. / 1 (51726 I � O -EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES GRANTED TO THE CITY OF SAN JUAN RECORDED 10812010 ALIPAZ STREET CAPISTRANO, RECORDED JUNE 4, 1970 IN BOOK 9307, PAGE 848 O.R. o l 510 ) _ /N69°150p1'W 834, (968,35'C. _�\, N6 5' E1277.371 €1277.571I (1304. 6=3745'33" Rg) CURVE DATA 0- EASEMENT FOR STORM DRAIN AND INCIDENTAL PURPOSES GRANTED TO THE CITY OF SAN JUAN R7 458.0j• 00" 1278 g5 1303.60 1 8 d=37°45'33" (d=37°44'41" R7) CAPISTRANO, RECORDED JUNE 23, 1976 IN BOOK 11783, PAGE 743 O.R. A �� ) X458 3, SNF „W- _ -1304.86 € Z C.0 RL 1790.83' (L=790.52' R7)) EASEMENT FOR DITCHES AND INCIDENTAL PURPOSES GRANTED TO TRABUCO WATER COMPANY, �p SNF, ESTAB. BY RECORD N89°19 48 POSITIVA o N RECORDED JULY 26, 1892 IN BOOK 64, PAGE 202 OF OFFICIAL RECORDS. ")' DISTANCE, 517.26' FROM 985.29 • VIA o o �I / ( ) CANNOT BE PLOTTED FROM RECORD WILY COR. LOT 64, r' t ct y /;I� y (895 1T R13) \ r�c> 16 � 2' f3 c I / ^ TRACT NO. 103, PER R1 N2A°� \ r,�6 0 �� / EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES GRANTED TO �o p FD. 2"IP & TAG "LS 485", S)4 I SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED DECEMBER 7, 1984 AS INSTRUMENT NO. 6'?y 7 A 84-509085 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) qy PER RSB 7/6 & R7, DN. p 2.6'. ACCEPTED AS WEST O TOSCANA / co 1/4 COR., SECTION 12, t3 l PASS _ EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES ^ _ GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED SEPTEMBER 30, 1985 AS T.8S., R.8W., SBM. \ �p / RECORD REFERENCES INSTRUMENT N0. 85-373411 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) *i�p� aN �Q o /T 9 R1 LLA 18-004 REC. 10/18/2018 AS INST. N0. � � � , EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES GRANTED TO 2018000379334, O.R. p / oI� N N SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED JULY 21, 1989 AS INSTRUMENT NO. 89-385963 R2 - RSB 27, PAGE 27 / ^41 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) R3 - TRACT NO. 103, MM 11, PAGES 29-33 w o FD. SPIKE &TAG, ILLEGIBLE, R4 -TRACT N0. 17713, MM 931, PAGES 36-42 41 o U, EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES c� DN. 0.4, ACCEPTED AS R5 - CITY OF SAN JUAN CAPISTRANO MONUMENT TIES FOR 07' / o ^ o rn GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED SEPTEMBER 23, 2014 AS eco^ �p INT. PER R6 DEL OBISPO STREET AHFP NO. 540, DATED 1/4/1973 �TF� \ / w °' INSTRUMENT NO. 2014000385277 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) Op R6 - TRACT NO. 8460, MM 346, PAGES 9-13 g ^N / o SCALE: 1„ = 200, R7 - R.S. 97-1020, RSB 163, PAGES 42-43 OCS GPS# 7540 EASEMENT FOR UNDERGROUND GAS PIPELINES, CONDUITS, AND FACILITIES GRANTED TO SOUTHERN N "^ FD. LT&T "LS 3338" DN. R8 - PARCEL MAP NO. 85-204, PMB 214, PAGES 1-2 FD. S&W "LS 2304" AT APARENT I CALIFORNIA GAS COMPANY, RECORDED NOVEMBER 8, 2021 AS INSTRUMENT NO.2021000674494 OF 1.9' IN WELL, ACCEPTED AS 0 100' 200' 400' R9 -TRACT N0. 11036, MM 481, PAGES 10-11 INT. CAMINO DEL AVION & VIA MALAGA, v OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) STA. 96+44.38, PER R5 R10 - TRACT NO. 15858, MM 802, PAGES 34-36 PER R7, FLUSH IN PAVEMENT 10 R11 - TRACT NO. 17027, MM 895, PAGES 26-28 NORTH: 2123832.49 CONTINUED ON SHEET 3 R12 - PARCEL MAP NO. 85-255, PMB 210, PAGES 48-49 EAST. 6127385.25 R13 - TRACT NO. 6788, MM 269, PAGES 49-50 SPIKE AND WASHER STAMPED "LS 9106", UNLESS OTHERWISE NOTED. �A -SNF, ESTABLISHED AT RECORD DISTANCE, 701.28' FROM STA. 96+44.38, PER R6. �B -SNF, ESTABLISHED AT 11.35' FROM INTERSECTION OF q McKINLEY AVENUE & NE'LY LINE OF LOT 64, AS CALCULATED PER R3 & PER R1. EC -SNF, ESTABLISHED BY COMPASS RULE ADJUSTMENT BETWEEN MONUMENT NOTES A & B. ❑1 -SNF, ESTABLISHED BY RECORD ANGLE & DISTANCE, PER R1. �2 -SNF, ESTABLISHED BY RECORD ANGLE & INTERSECTION, PER R1. OCS GPS# 7541 FD. S&W "RCE 15795" AT APPARENT E3 -FOUND GEAR SPIKE & WASHER "LS 5848" FLUSH, PER R.S. 2017-1124, RSB 298, PAGE 1. B.C. � ALIPAZ PER TRACT 9339, MM ACCEPTED AS POINT 'D' PER R.S. 2017-1124 AND SLY CORNER LOT 66, TRACT NO. 103. 467/49-50, FLUSH IN PAVEMENT NORTH: 2127005.36 El FOUND 314 -IP & TAG "RCE 10609" DN. 1.2', PER R8. ACCEPTED AS MOST S'LY CORNER EAST: 6129509.98 PARCEL 2, PER R8. �5 -FOUND 1-1/2"IP & TAG "LS 2350" DN. 2.3, PER R8. ACCEPTED AS SLY CORNER TIE) � , - PARCEL 2, PER R12. 2"IP & TAG "LS 2988", AS INDICATED ON R12, NOT FOUND. 2�g6.75 - l [fl -FOUND GEAR SPIKE & WASHER "RCE 14488", PER R11, FLUSH. ❑7 -FOUND -?"IQ W/ PLASTIC PLUG STAMPED "LS 3495" PER R7 DN 1 0' IN WELL ACCEPTED HORIZONTAL CONTROL STATION GPS NO. 7540 AND \R�• \ \`�S' �� ry >6 503, �O/R SS _V - - AS B.C./E.C. q ALIPAZ STREET, PER R11. ESTABLISHED CURVE HOLDING RECORD RADIUS GPS NO. 7541 PER RECORDS ON FILE IN THE \8st ��/ / 4 _S�6'�j (S03 S\�9 p / AND TANGENCY TO IN/OUT COURSES BETWEEN FOUND MONUMENTS. OFFICE OF THE ORANGE COUNTY SURVEYOR. \ `� J NW'LY LINE 6 •2 ? 90 - W / �� / \ LOT 64 S O S 5 ��, �j2J - � � lb' / �8 -FOUND 1"/P & TAG "LS 6788" PER R7, DN. 0.1'. ACCEPTED AS NE CORNER OF R7, ALSO DATUM STA TEMEN T NWLINE N64°59 4 E ' I I 1 ^ / BEING THE ELY ANGLE POINT IN THE WILY BOUNDARY OF R9. 'LY �1 \ �.� � - COORDINATES SHOWN HEREON ARE BASED ON THE LOT 64 / 9 FOUND GEAR SPIKE & WASHER "LS 7159" PER R10, FLUSH. No � PARCEL 11 h � / - CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE Vl, NNo 0 / �0 s23 NS3. ^ ^ 10 -FOUND 2"IP W/ PLASTIC PLUG STAMPED "LS 3495" DN. 1.1' IN WELL. ACCEPTED AS B.C. lb - 1983 NAD. (2017.50 EPOCH OCS GPS ADJUSTMENT) �9�0� �' �' /� S>Q� " O / l 2 SEE DETAIL 'B' / ^ .QTO V� `O �Q^/ ALIPAZ STREET, PER R7 & R11. ALL DISTANCES SHOWN ARE GROUND, UNLESS �9 SHEET 11 �� 9CTN�0/>- 40 h / 11 -SNF, ESTABLISHED WILY CORNER OF PARCEL 1, PER R8, AT RECORD DISTANCE 135.26' OTHERWISE NOTED. TO OBTAIN GRID DISTANCES �� 06 �NS3, s �^ �' '� �r 'vo T 6) p� �p PRODUCED FROM FOUND MONUMENTS 12 AND 13. MULTIPLY GROUND DISTANCES BY 0.99996035 ��J / OS �'� y /� 9S 9� X0.3 �� / (THIS COMBINATION FACTOR IS PROJECT SPECIFIC) 5 P� 1 ��NF Q� VSs. 33 a� ^p / 12 -FOUND 1"/P, NO TAG, DN. 1.9'. ACCEPTED AS N'LY CORNER OF PARCEL 1, PER R8. Q0peo 2 is L4 \ A��c�C ?�"' /� 19s�a7l p�/ l / 13 -FOUND RIR PIKE W/ PUNCHMARK DN. 0.2, PER R8. ACCEPTED AS N'LY CORNER OF � �v10 ^p `65 80) 9S>>9 // 14 CURVE NOTED ILLEGIBLE,UND LT&T. AS �DE� OBISPON WELL. STREET PER EPTED AS A. H. F. P. NO.L540'CPER R8.E 3000' RADIUS 6g�� 1808 i� 15 -FOUND REBAR W/ PUNCHMARK PER C.R. 2018-2050 DN. 0.3, ACCEPTED AS �< �� 2jJ� �Q� INTERSECTION 1 -FOUND SPIKE & WASHER "LS 3905" FLUSH, PER R6 & R7. ACCEPTED AS INTERSECTION C / ��`L 1 0�' 7 ^ / OF SW'LY LINE OF LOT 64, TRACT 103 & q "EXISTING DEL OBISPO STREET", PER R6. pAQOEL ,L1� ^p� p� ��, �, / �� / 17 -FOUND LT&T "LS 3338" DN. 2.0' IN WELL. HELD FOR LINE ALONG q DEL OBISPO STREET vv 9v PER R4. PARC ELL �3 <v Q o �^ Q� / V(� / 18 -SNF, ESTABLISHED INTERSECTION OF NE'LY LINE OF LOT 64 AND q DEL OBISPO STREET, Al v v / / FORMERLY McKINLEY AVENUE, PER R3, AT RECORD DISTANCE 262.05' FROM SLY CORNER PARCEL 2, PER R8. CO o�SEE DETAIL 'A' HEREON �� LLA 18-004 EASEMENT NOTES 243T. 90. =0000379334, D.R. / 1 (51726 I � O -EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES GRANTED TO THE CITY OF SAN JUAN RECORDED 10812010 ALIPAZ STREET CAPISTRANO, RECORDED JUNE 4, 1970 IN BOOK 9307, PAGE 848 O.R. o l 510 ) _ /N69°150p1'W 834, (968,35'C. _�\, N6 5' E1277.371 €1277.571I (1304. 6=3745'33" Rg) CURVE DATA 0- EASEMENT FOR STORM DRAIN AND INCIDENTAL PURPOSES GRANTED TO THE CITY OF SAN JUAN R7 458.0j• 00" 1278 g5 1303.60 1 8 d=37°45'33" (d=37°44'41" R7) CAPISTRANO, RECORDED JUNE 23, 1976 IN BOOK 11783, PAGE 743 O.R. A �� ) X458 3, SNF „W- _ -1304.86 € Z C.0 RL 1790.83' (L=790.52' R7)) EASEMENT FOR DITCHES AND INCIDENTAL PURPOSES GRANTED TO TRABUCO WATER COMPANY, �p SNF, ESTAB. BY RECORD N89°19 48 POSITIVA o N RECORDED JULY 26, 1892 IN BOOK 64, PAGE 202 OF OFFICIAL RECORDS. ")' DISTANCE, 517.26' FROM 985.29 • VIA o o �I / ( ) CANNOT BE PLOTTED FROM RECORD WILY COR. LOT 64, r' t ct y /;I� y (895 1T R13) \ r�c> 16 � 2' f3 c I / ^ TRACT NO. 103, PER R1 N2A°� \ r,�6 0 �� / EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES GRANTED TO �o p FD. 2"IP & TAG "LS 485", S)4 I SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED DECEMBER 7, 1984 AS INSTRUMENT NO. 6'?y 7 A 84-509085 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) qy PER RSB 7/6 & R7, DN. p 2.6'. ACCEPTED AS WEST O TOSCANA / co 1/4 COR., SECTION 12, t3 l PASS _ EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES ^ _ GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED SEPTEMBER 30, 1985 AS T.8S., R.8W., SBM. \ �p / RECORD REFERENCES INSTRUMENT N0. 85-373411 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) *i�p� aN �Q o /T 9 R1 LLA 18-004 REC. 10/18/2018 AS INST. N0. � � � , EASEMENT FOR INGRESS/EGRESS AND UNDERGROUND ELECTRIC FACILITIES PURPOSES GRANTED TO 2018000379334, O.R. p / oI� N N SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED JULY 21, 1989 AS INSTRUMENT NO. 89-385963 R2 - RSB 27, PAGE 27 / ^41 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) R3 - TRACT NO. 103, MM 11, PAGES 29-33 w o FD. SPIKE &TAG, ILLEGIBLE, R4 -TRACT N0. 17713, MM 931, PAGES 36-42 41 o U, EASEMENT FOR INGRESS/EGRESS, GUY POLES, ANCHORS AND CONNECTING WIRES PURPOSES c� DN. 0.4, ACCEPTED AS R5 - CITY OF SAN JUAN CAPISTRANO MONUMENT TIES FOR 07' / o ^ o rn GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED SEPTEMBER 23, 2014 AS eco^ �p INT. PER R6 DEL OBISPO STREET AHFP NO. 540, DATED 1/4/1973 �TF� \ / w °' INSTRUMENT NO. 2014000385277 OF OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) Op R6 - TRACT NO. 8460, MM 346, PAGES 9-13 g ^N / o SCALE: 1„ = 200, R7 - R.S. 97-1020, RSB 163, PAGES 42-43 OCS GPS# 7540 EASEMENT FOR UNDERGROUND GAS PIPELINES, CONDUITS, AND FACILITIES GRANTED TO SOUTHERN N "^ FD. LT&T "LS 3338" DN. R8 - PARCEL MAP NO. 85-204, PMB 214, PAGES 1-2 FD. S&W "LS 2304" AT APARENT I CALIFORNIA GAS COMPANY, RECORDED NOVEMBER 8, 2021 AS INSTRUMENT NO.2021000674494 OF 1.9' IN WELL, ACCEPTED AS 0 100' 200' 400' R9 -TRACT N0. 11036, MM 481, PAGES 10-11 INT. CAMINO DEL AVION & VIA MALAGA, v OFFICIAL RECORDS. (CANNOT BE PLOTTED FROM RECORD) STA. 96+44.38, PER R5 R10 - TRACT NO. 15858, MM 802, PAGES 34-36 PER R7, FLUSH IN PAVEMENT 10 R11 - TRACT NO. 17027, MM 895, PAGES 26-28 NORTH: 2123832.49 CONTINUED ON SHEET 3 R12 - PARCEL MAP NO. 85-255, PMB 210, PAGES 48-49 EAST. 6127385.25 R13 - TRACT NO. 6788, MM 269, PAGES 49-50 SHEET 3 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS: 169 NUMBERED 43 LETTERED (A -AQ) TOTAL ACREAGE: 34.061 ACRES (GROSS) 33.625 ACRES (NET) SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM TRACT NO. 19063 STATEMENT, MONUMENT NOTES, EXISTING EASEMENTS AND RECORD REFERENCES. IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 DEL OBI SPO STREET SHEET LOTS 'A' THROUGH 'J', INCLUSIVE, ARE NOT SEPARATE BUILDING SITES AND ARE FOR PRIVATE STREET PURPOSES. LOTS 'M', 'N', '0' AND 'P' ARE NOT SEPARATE BUILDING SITES AND ARE FOR LANDSCAPE AND PRIVATE DRIVEWAY PURPOSES. LOTS 'Q', AND 'V' THROUGH 'Z', INCLUSIVE, ARE NOT SEPARATE BUILDING SITES AND ARE FOR PUBLIC TRAIL PURPOSES. LOTS 'R', 'S', 'T' AND 'U' ARE NOT SEPARATE BUILDING SITES AND ARE FOR PRIVATE PARKWAY PURPOSES. LOTS 'K', 'L', 'AA' THROUGH 'AM', INCLUSIVE, 'AP' AND 'AQ' ARE NOT SEPARATE BUILDING SITES AND ARE FOR PRIVATE LANDSCAPE PURPOSES. LOT 'AN' IS FOR PUBLIC PARK AND RECREATION PURPOSES, AND IS A BUILDING SITE. LOT 'AO' IS FOR PRIVATE RECREATION PURPOSES, AND IS A BUILDING SITE. ALL IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO STREETS, DRAINAGE, STREET LIGHTS, STREET SIGNAGE, STRIPING IMPROVEMENTS, LETTERED LOTS, GRADED SLOPES, LANDSCAPING, AND IRRIGATION FACILITIES WITHIN THE INTERIOR OF THIS SUBDIVISION, DESIGNATED AS "PRIVATE" SHALL BE PRIVATELY MAINTAINED BY THE FUTURE HOMEOWNER'S ASSOCIATION, UNLESS NOTED OTHERWISE. THE LANDSCAPED AREAS WITHIN THE PUBLIC RIGHT OF WAY OF ALIPAZ AND VIA POSITIVA SHALL BE PRIVATELY MAINTAINED BY THE FUTURE HOMEOWNER'S ASSOCIATION. EASEMENT NOTES (CONTINUED) OAN EASEMENT DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO FOR INGRESS/EGRESS AND SANITARY SEWER PURPOSES. OAN EASEMENT DEDICATED HEREON OVER LOT 'K' AND PORTIONS OF LOTS B - 'A' AND 'N' AS SHOWN TO THE CITY OF SAN JUAN CAPISTRANO FOR INGRESS/EGRESS AND STORM DRAIN PURPOSES. AN EASEMENT DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO FOR INGRESS/EGRESS AND PUBLIC UTILITY PURPOSES. AN EASEMENT DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO FOR INGRESS/EGRESS AND DOMESTIC WATER AND APPURTENANCES PURPOSES. OAN EASEMENT DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO FOR PUBLIC TRAIL PURPOSES. AN EASEMENT FOR PRIVATE DRAINAGE PURPOSES RESERVED HEREON TO O- OURSELVES, SUCCESSORS, AND ASSIGNS. AN EASEMENT FOR PRIVATE ACCESS PURPOSES RESERVED HEREON FOR O- THE USE AND BENEFIT OF LOTS 1 AND 2. (D- A PRIVATE SEWER EASEMENT OVER ALL OF LOT 'L' AND A PORTION OF G LOT 'AC' FOR THE BENEFIT OF THE CAPISTRANO UNIFIED SCHOOL DISTRICT, RESERVED HEREON. AN EASEMENT DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO FOR TRAFFIC SIGNAL PURPOSES. AN EASEMENT DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO OVER ALL OF LOTS 'A' THROUGH 'J', INCLUSIVE, FOR EMERGENCY VEHICULAR INGRESS/EGRESS. AN EASEMENT DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO OVER ALL OF LOT 'AN' FOR PUBLIC PARK AND RECREATION PURPOSES. AN EASEMENT OVER ALL OF LOT 'M' FOR PRIVATE ACCESS AND PRIVATE SEWER PURPOSES FOR THE USE AND BENEFIT OF LOTS 41, 42 AND 43, RESERVED HEREON. AN EASEMENT OVER ALL OF LOT 'N' FOR PRIVATE ACCESS AND PRIVATE SEWER PURPOSES FOR THE USE AND BENEFIT OF LOTS 47 AND 48, RESERVED HEREON. AN EASEMENT OVER ALL OF LOT '0' FOR PRIVATE ACCESS, PRIVATE SEWER AND PRIVATE WATER PURPOSES FOR THE USE AND BENEFIT OF LOTS 82 THROUGH 87, INCLUSIVE, AND 'AP', RESERVED HEREON. AN EASEMENT OVER ALL OF LOT 'P' FOR PRIVATE ACCESS, PRIVATE SEWER, AND PRIVATE WATER PURPOSES FOR THE USE AND BENEFIT OF LOTS 92, 93 AND 94, RESERVED HEREON. AN EASEMENT OVER ALL OF LOT 'S' FOR PRIVATE ACCESS AND PRIVATE SEWER PURPOSES FOR THE USE AND BENEFIT OF LOTS 149 THROUGH 156, INCLUSIVE, RESERVED HEREON. AN EASEMENT OVER ALL OF LOT 'M' FOR PRIVATE WATER PURPOSES FOR THE USE AND BENEFIT OF LOTS 41, 42 AND 43, RESERVED HEREON. AN EASEMENT OVER ALL OF LOT 'N' FOR PRIVATE WATER PURPOSES FOR THE USE AND BENEFIT OF LOT 47, RESERVED HEREON. SCALE: 1"= 100' I of of SHEET 4 OF 11 SHEETS SEE SHEET 2 FOR BOUNDARY, ALL OF TENTATIVE TRACT N0. 19063 BASIS OF BEARINGS, DATUMSTATEMENT, MONUMENT NOTES, NUMBER OF LOTS: 19063EXISTING EASEMENTS AND 169 NUMBERED TRACT NO. RECORD REFERENCES. SEE 43 LETTERED (A-AQ)SHEET 3 FOR SHEET INDEX, TOTAL ACREAGE: 34.061 ACRES (GROSS) IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA NOTES AND EASEMENT NOTES 33.625 ACRES (NET) PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L. S. 9106 DATE OF SURVEY. APRIL 2020 N54'01 '21 "vy N54'01 '21 "W 765.16' N53 57'41 "W 957.79' 50.82' Z21.07' '110-03' J 19.12' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 45.84' 55.12' 55.00' N54'01 '31 "W (R) n O O O O O O O O O I� p i� ---- J Ln Lo Lo Lo Lo Lo Lo Lo Lo Lo O N n O O O Z 'tij of of of of of of of of ai ofLn Lo to Lo O O Qo N89°15'07"W (PRC)0 0 0 I w � mWv= rn B CC WF- j o � o - I LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 0 0 _ `� No I 6, 418 S. F. 6,023 S. F. 6,023 S.F. 6,023 S. F. 6,023 S. F. 6,023 S.F. 6,023 S. F. 6,023 S.F. 6,023 S. F. 6,031 S. F. 6,044 S.F. 6,056 S.F. 5,918 S. F. Y vi 6,084 S.F. 6,077 S.F. O Z O N Lo O % Oo rn orn orn orn rn m rn m rn rn ^ °o N rn rn Ln oo 00 00 0o N 00 00 00 °0Lo Lo Lo Lo Lo Lo Lo Lo W)N 00 of N N Ln n 2.94' N , 5 n n n n 00 -mo . 'Z L d 4Ln 55.00.-516 3 550 55.00' 55.0 55.00' 55.0 55.00' 46.31' 55 55.00' 55.00' Z0' 0' 55.0' A 55.00' ' Z N54'01'21 "W 434.25' N53'46'56"W % WAGON DRIVE 238.58 I N53'57'41 "W 745.40' -- °'- p�6' (I N54°01 '21 "W C p °' 434.21' C D N53 57'41 "W B C D °' 745.43' -- h0 323.77' 110.44' �- N5346'56 PW (PRIVATE STREET) 2,38.57' 'oo 309.41'- �Q ij 112.73' 38.15' 37.85' M 0) mv J 30°1 0308' 135 58'37"E (R) o� A I I ^ N53'46'S6"yy A LOT A 238.56' � N53'S7'41 "W 271.46'- N ,� D� g7 • 3' 00 N54'01 '21 "W 172.90' d N54'01 '21 "W 72.54' 2.029 ACRES 2.51 ' ^ II d N05'42'S9"E (R) Ft 51.2 �' ao r N J N II - - - - - - - L� C2 32.48' 50.00' N 52.00' 38.42' r7 r7 rN5348'06"W ,65.94' 55.00' 60.00' 57.49' 55.00' 55.00'47' II II oo II , `� G1 LOT AO - (oLOTA 5a N2534'05"E (R) N d l L7 L71.801 S.F. o r 9.79o-2.029 ACRES $lt OG - - - - - arno arno I / / . o 0 0 °' of ofLo N o- oco 91.60' o O o 210'15' 38 Oo LOT 12 LOT 11 LOT 10 LOT 9 G 38' - (n N65'06'15"E (R� " 0) cc)O LOT 166 O N a\ 4 59°231, 4,476 S.F. 4,486 S.F. 4,667 S.F. 5,069 S.F. N o N 4,763 S.F. N r, ~ p o 4 = 42.50 w w w w c -19, 19' (3 Ln Lo Oo LOT 165 LOT 164 LOT 163 LOT 162 LOT 161 LOT 160 0 N LOT 13 ^0)^ N o 7,320 S.F. 6,079 S.F. 6,619 S.F. 6,606 S.F. 6,049 S.F. 6,047 S.F. 7, 314 S.F. "n `"� `� `� ] 7' m N o M Ln Lo Lo Lo A ^ �53°48'06"W 91.60' w w w w w w - o N53'59'31 "W Z z Z z 325.10' 7' w i I j, J LOT AE 115.95' r� W 0 0 0 0 0 0 �_ I o W Z 18,808 S.F. o 63.64' 52.31' 50.00' 50.00' 52.00' 57.15' N Q o LOT 167 o 0 0 0 Q o Iq L 4,580 S.F. of N53'59'31 "W 516.39' w I 66.25' 55.00' 60.00' 60.00' 55.00' 55.00' r2N:n IN53'48'06"W 91.60'�- N 0 0 0N I w LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 M N�v� "�= rn7, 572 S. F. w 4, 779 S.F. 4, 4 75 S. F. 4, 4 75 S. F. 4, 654 S.F. 5, 025 S.F. Z C 0 0 0 0o;n N rn rn rn a, p o LOT 168 p L I j, v rCO� 0 0 0 0 00 4,580 S.F.Lo Z 0 0 0 0 19' 19' L zJ z (o LOT LOT 156 LOT 155 LOT 154 LOT 153 LOT 152 LOT 151 L7 p3'42" z Z z z _ N53°48'06"W 91.60' w 7,594 S.F. 6,029 S.F. 6,570 S.F. 6,570 S.F. 6,023 S.F. 6,022 S.F. �47'- / N28 N77°31'18"E (R) D� 3 27.24' 22.10' i� 50.00' 50.00' 52.00' 37.92'777e Q Nto o m 90 6 j 29 r <� q6' N53'S9'31 "W COTTAGE COURT - 212.02 O ?' 4j°�° I N53'59'31 "W q 249.89 J N o, o� o� a� orn orn ">>�^�^1 (PRIVATE STREET) 87' o o LOT 169!o nogj ry h ii 00 �o o O o 0 0 0 0 d �n �, cy F `� Z o O o 0 0 0 M I II ^ II " N2 S2) 112.73' / 38.63' w 4, 580 S.F. o d= 3'36'03" o II e 2' v 8„ o, C D H Oo Lr Lo r� II I v� w S2 82g„ �cP °�' p°15 3' I ZLL= 24.42' Z Z Z Z Z v Z I o X22 �2 lv c�� a J o LOT G D� 3 g7. 2 , N53'59'31 "W 98.53' ^ T 9° 10 r� 0.296 ACRES R 5 3 d 5749 30.60' 60.00' 60.00' 55.00' 55.00' N 1 13.44' 83.62' r C ° N53'48'06"W 91.60' �= 67 o so• �� <� �� J 4j. Z Z L= N53'59'31 "yy 274.23' } 8.51 4.91' 09 / rn �, LOT AG 1' L= 1 8 N N32 2426"E (R) LOTS N 1 ZI 22 F 15 L15 L7 9 G 38 50 R o 11,394 S.F. pG 9.5'4 l 2,158 S.F. �� 3 R� S' 2716"E ( ) X20 \F 50 LOT1 I N 5g" 12 0,) �N22°___- ----- p ,� \�O� r'O o�� 4 �'I 6� 8.5' 6,963 S.F. W `� L7 13° A2 27 16 3Sa 5� 1 52.67' N53 59 31 W FARM ROAD in 274.23 I , � , N <� \ �, t` R% p) L= N53 59'31 "W 274.23' N ^��6�• cp J l �0 2j0 " o Oo N D D, "E i ' q.5 50', PRIVATE STREET Q) ^� p 0 0 0 N68�S�2 ��'� c�9 �� 6 15 38 LOT 2 ^ 8•Q'4!7�E (R,2 R, 368 co L= 1 78.33' �� 59.39' ( ) 214.84' o o Q R6� 6F' c� ?2 9�2,. 2.33' w 7,725 S.F. N� �55 qq 0.00 v �• LOT 'F' C D `q A _ 31 17 HARVEST DRIVE h �'o `v o o M <O 32� ��. �'sr s 4� ' - �, w `} C30 Ngg 23 35 `� = i co I) o rn 6 T �� F 3s S� ^ N LOT AF Z C2 �% R' (PRIVATE STREET) °Q �2r ��O �� 4`39'14 - N o N 1, 779 S.F. r v G� 32" L= 168-90 1.621 ACRES N53'S9'31 "W 171.34' Q a II SFS �. 66J C2 ��CJ 25,30. `i co N52'17'26 "E (R) �/ I o � 18 � g v v lPR % 2g° 11�331. 50 LOT 'X' Q� sA" s �/ C' z------ 95.1 2'E p, RGi R- O�o Ve C2 Al 660603 �� d= 10 48' 60°55'23"W Ng5'02'51"W 1 53.60 / L17 12 6 i 'l -- X32 NOTE 6 N 4" 2.3 L_ 27" N L= 6 � Ni g5 i 11 „ V " �F (p,QC JP 2 N565 d� 43. 58.76' 46.22' D= 28'1 5'06" 237;,6 R) / 1 G6i 2g Y' <(l �7g 4� , i 6 6 40.. 42'4g„ L, 53 E ( J G� v D� LOT , Q R, 'SO. 50' N59�93 E WCC) R= 311.50' LOT 'R' N1313 11 0.50' G G�1 r'C N41 °30'29"W (R) �= 68.91, R 4� 61 • 4- LN41 28'59"E (R) 8,389 S.F. GG� ,-f `i C27 SCJ \ 0 23„ 39° 42„ - 226 r,'58 „ P37 -7' 2' 10' 6 $' E 0 2.87 / , f LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N00'53'19"W 11.35' L2 N35 57'57"E 12.07' L3 N77'09'29"E 21.19' L4 N27 -39'55"W (R) 7.00' L5 N35 58'39"E 22.00' L6 N35 58'39"E 19.00' L7 N53'48'06"W 19.00' L8 N36'00'29"E 19.00' L9 N36'00'29"E 22.00' L10 NO2°03'13"W (R) 8.00' LOT 'Q' 4� 55.32 0 cd A R= 331.50' L- N17 4, /9119 F (R 35000) co �� 2 r^j � R= 350.00' � 4' N1219 �_-�_- I I r_ -r --r 4 38• in L= 339.2 N5j•38 L- L- I- 7 L- L- I �i 36'43C D ^ R= 368.50' L= 248.33' L 0 T 'Z' LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L11 N70°15'47"W (R) 9.21' L12 NO2'40'57"E 24.40' L13 N12'05'16"W 26.87' L14 I N36'00'29 "E 11.02' L15 I N53'59'31 "W 1.98' LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L16 N36'11 "54"E 47.84' L17 N54°17'34"W (R) 19.00' 118 NO2 57'23"E 19.69' LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L19 N28'48'29"W 18.07' L20 N28'48'51 "W 83.57' L21 N58 23'20"E 25.37' LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L22 N61 '11 '33"E 2.00' L23 N61 '11 '33"E 22.00' L24 N61 *11'31 "E 2.00' L25 N61 '11 '33"E 1 20.00' L 261 N28'48'29"W 1 15.81' D- DENOTES LETTER OF DETAIL, SEE DETAIL ON SHEET 10. ll� I SCALE: 1"= 40' 0 20' 40' 80' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 97.00' 1951'06" 33.61' C2 97.00' 10 24'32" 17.62' C3 19.00' 90'13'15" 29.92' C4 19.00' 8946'45" 29.77' C5 15.00' 35'13'46" 9.22' C6 35.00' 35'13'36" 21.52' C7 19.00' 8948'35" 29.78' C8 78.77' 15'09'39" 20.84' C9 1 19.50' 90'11'25" 30.70' C10 7.98' 90'11'25" 12.56' C11 519.00' 0'28'02" 4.23' C12 24.50' 72'03'32" 30.81' C13 500.00' 13'31'07" 117.97' C14 500.00' 0'2928" 4.29' C15 500.00' 3'50'12" 33.48' C16 500.00' 9'40'55" 84.49' D- DENOTES LETTER OF DETAIL, SEE DETAIL ON SHEET 10. ll� I SCALE: 1"= 40' 0 20' 40' 80' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C17 350.00' 530'22" 33.63' C18 87.50' 15'29'15" 23.65' C19 544.50' 447'13" 45.49' C20 14.50' 25'18'41" 6.41' C21 58.50' 31'45'53 32.43' C22 26.75' 3'41'42" 1.72' C23 38.50' 31'45'53" 21.34' C24 34.50' 25'18'41" 15.24' C25 524.50' 447'13" 43.82' C26 107.50' 15'29'15" 29.06' C27 99.50' 2422'12" 42.32' C28 24.50' 113'55'42" 48.72' C29 24.50' 36'16'23" 15.51' C30 24.50' 7739'19" 33.21' C31 368.50' 0'49'56" 5.35' D- DENOTES LETTER OF DETAIL, SEE DETAIL ON SHEET 10. ll� I SCALE: 1"= 40' 0 20' 40' 80' SHEET 5 OF 11 SHEETS SEE SHEET 2 FOR BOUNDARY, ALL OF TENTATIVE TRACT NO. 19063 BASIS OF BEARINGS, DATUM NUMBER OF LOTS: STATEMENT, MONUMENT NOTES 19063AND RECORD REFERENCES. 169 NUMBERED TRACT NO. SEE SHEET 3 FOR SHEET INDEX, 43 LETTERED (A -AQ) NOTES, EASEMENT NOTES AND TOTAL ACREAGE: 34.061 ACRES (GROSS) IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA EXISTING EASEMENTS 33.625 ACRES (NET) PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 N52 -54'40"W (R) c32 N52°51'57"W (R) f N535T41"W 957.79' ----- L10 �---- 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 60.00' 24.00' 88.70' / 18.00' 795'1W N52'55'34"W (R) P � 0 0 0 0 0 0 0 0 0 0 0 o d o _ Ln LI? Lq Lq Lq u? L� LI? L� Lq d LOT 41 O O O O O O O O O O O ON N d o "' Lo 4,615 S. F. N `� N 11 ' 00 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 N55'16'37"W 5 (R) N N537'41 "W 88.83 ^ I 6,078 S.F. 6,077 S.F. 6,077 S.F. 6,077 S.F. 6,077 S.F. 6,078 S.F. 6,077 S.F. 6,078 S.F. 6,077 S.F. 6,077 S.F. 6,077 S.F. 6,751 S.F. o O� C� LOT 42 0)- z^J w w w w w w w w w w w w w o 4,486 S.F. 0 W cn� o) a) o� a� o� o� o� a) N N N N N N N N N N N N N N II Q 0 o P o 0 0 0 0 0 0 0 0 N57'32'05"W (R) II J W I ,n co co co co co co co co co co co co N6930'28"E R o - - - - Q ^ N to ~ rnQ () z W N53'57'41 "W 90.96' U N Q � �o- 4 55.00' 55.00 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00 20.29' C\� hj °' Q N53 57'41 "W WAGON DRIVE 745.40' ,No or E - N5357'41 "W B C D O1 °� q m °� 745.43' � LOT °' VARIES 309.41' (PRIVATE STREET) 257.00' ^ ^ 179.02' C p z o 4,643 S.F. o -� 0 I16' M 37.98' 38.02' M LOT 'A' -� 37.98' 38.02' �'s n�\� `� �v`n I J J I J J C'S N59'47'S4"W (R) II I II N5357'41 "W 271.46' No 8 N53'S7'41 "W 2.029 ACRES 181.00' No 8 N5357'41 "W 141.00' �'7 95.08' to 55.00' 55.00' 48.95' c� °p G�` 90.49' 90.51 ' c� °� G�` 69.49' 71.51 ' B I C2/ / o� M -� N53 57'41 "W 103.90' N I M I N rn rn a°po ILD W I L2 ; L2 \ L2 ` 1 L2 / �N69'38'07"W (R) I t= oo I ` 0 0 o I I I -, I N LOT 144 N N LOT 143 LOT 136 � LOT 135 LOT 44 0 2 n � K � o 00 5,182 S. F o rn o o I M 38 N 6,853 S.F. N 6,846 S.F. N L 5,247 S.F. N o Ln o 5,247 S.F. v o � I N, ^ of LOT 159 LOT 158 z I m 0) 19' 19' �' 7' � d o ~ o '- Lv 7' N53 59'46 "W 219.00' 38' N53 59'46 "W 88.50' N53'59'46"W 90.50' N N N N53 59'46"W 107.88' � 6,046 S.F. 6,044 S.F. 52 9q•' J LOT 157 7'- w w w �> 0' 19' 7 7' N -6 2-'0 4-'1 5-"W (R 109.50'70 Q , 6,055 S.F. / r l to C J N N N JON W v' -i o b 0? v Wj o LOT 137 0 o LOT 134 00 19 19 o LOT 45 h o I a ,`oQ ,`oo ,`oo d. o z w 0 LOT 145 o LOT 142 0 Q 4, 426 S. F. IN 4, 706 S. F 6,170 S. F w o z z z N m; Ln 6, 023 S.F. � 6, 023 S. F L p In C) W j `� 00 t o N N53'59'31 "W 516.39' C,:: C5 Q *59'46"W 179.00' - N53 59'46 "W 116.92' Q N53 55.00' N53'S9'46"W 219. ..�..�:: V) N6435'08"W / I (R) LIJ o N d 'o� �� 109.50' 109.50' �7, V > -----� RI r `� obi ^i obi J z z o o C) N o A O o LOT 138 `" 0 o LOT 133 o Q §_ o LOT 46 c�N (�00 `O LOT 146 0 0 Lou `o 4,602 S.F. ^r N oo 4,525 S.F. Lo W 6,736 S.F. N o I rn LOT 148 0 LOT 141 0 o N o o Z I 1 6, 026 S.F. o o o 4 7,268 S.F. z Li 6,023 S.F. W -- u') Lo oo W o N67°07'16"W (R) d= 5'07'55" PP Z �� 7'-------� / o LOT 150 LOT 149 N o L= 15.14' n� N53'S9'46"W 128.46' Lii --j 6,072 S.F. 6,615 S.F. P ^ zz o N5359'46"W 88.50' N5359'46"W 90.50' I SEE DETAIL N53°59'46"W 219.68' P w �u �u 83.18' 45.28' r 11 I r '� ^ CO o o II D2' SHEET 9 LIQ I o^ I Z 110.18' W 109.50' (� w I l0 I N �, �N48'S1'S1 "W (R) LOT 139 0 0 0 0 0 o d o wco 0 w w �n h LOT 132 0 P P P "? rn c° N °' o I ^ N N rn I V A N^ ---- o N C 4,407 S.F. Lo 4, 706 S.F. Lo ra n n `t C9. 1 1 0 N 0 II I II N d �� LOT 147 co Oo D z z z I LOT 48 N68'16'00"W (R) '(0o 13.63' ,00 Lo W w l � I � Z I v� N �' � 6,368 S.F. Z L6 LOT 1406.493- - - - - r� o d I a, i� w L c / N // o 1.79' 83.9 7' 90.50' Zo S.F. rN� z 4= 9'59'21 " "� z N N I - 1= `� // v 7,496 S.F. o, w _____ o- LOT 47 L = 41.58' z % d_ 0 0 o / 38' N29 29'01 "W R o 'z' o CO 1 P :� I I 1g. () \ N53 59'46"W 174.47' 274.23' d= 3 c Sj 0 3�' CO I � `1�0 N53 59'46 "W 124.73' �. 39' \ \ 7.11 ' �\ r'- N 4,636 S.F �u 00 N53 59'31 "W 1 '371 ¢„ R, 63• Z z I I / V 1g, o>• 93' n �o �O B 'w. `° "� iV LOT?5' 11,394 S.F. Al- . 8 SO' i z Z - ^ \sem z � �g3, �� c GCp LOT 'AO' s�s's-- "W 5"W%R)� o \ v `ti v o o. N52'17'S7"W LS d= 25'53' 1 1 " R. \ X39 F 73j 3010 D S - �j48 �.5� 5 oo s, o`s\ LOT 131 �� 99.05' L12 218 5p ��pRCJ 62. C N�5` N1 ,� o Q F 8,991 S.F. �'I 3 47.05' S2 4= 54. 40'53 4 -- 98) C28 <) FARM ROAD 36 .11 s . � 2 c21 �� `� L9 R/Vq TE 5 R� ? �� C31 S�FETj X26 30 0 �o `o LOT 'X' N. LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N36'02'19"E 19.00' L2 N53'59'46"W 19.00' L3 N6930'25"E 15.00' L4 N00'40'12"E 18.00' L5 N89'17'51 "W 19.00' L6 N72'12'23"E 22.41' L7 N17°47'37"W 38.00' L8 N53'59'31 "W 274.23' L9 N53'59'31 "W 171.34' L10 N53'57'41 "W 10.06' L11 N00'40'12"E 24.00' L12 N53'59'31 "W 214.84' L13 N26-54 '36"W 39.48' 0 r- r- 1 E7 E - -T- L_ L_ r L_ L_ I � NOTE E* - DENOTES LETTER OF DETAIL, SEE DETAIL ON SHEET 10. � o. 0 F \ 1 \ 9.46' N 211/ oQ LOT 130 \ '0'CIN �� s� D 20 \ SEE DETAIL 'D' 0 6,067 S.F. 5� \ `so. \ .�l C og o. \ SHEET 9 �� D1 8� LOT 'N' ?s R" ,�� o a� R 6,755 S.F. s. v' c9 1 C15 0. Q < \ , �5 Q�O�, A � , P�F 1�'I ` T� os �'0`L�6 r' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C1 19.00' 89'57'55" 29.83' C2 19.00' 18'58'18" 6.29' C3 19.00' 70 59'37" 23.54' C4 19.00' 90'02'05" 29.86' C5 38.00' 89'57'55" 59.67' C6 57.00' 89'57'55" 89.50' C7 57.00' 33 28'09" 33.30' C8 57.00' 4051'26" 40.65' C9 57.00' 15 38'20" 15.56' C10 19.00' 5439'59" 18.13' C11 38.00' 5439'59" 36.26' C12 57.00' 5439'59" 54.38' C13 57.00' 35 57'51 " 35.78' C14 57.00' 18'42'08" 18.61' C15 19.00' 90'01'56" 29.86' C16 19.00' 8958'04" 29.83' C17 19.00' 35'18'05" 11.71' C18 38.00' 35'18'05" 23.41' C19 57.00' 35'18'05" 35.12' C20 57.00' 23'58'09" 23.85' C21 57.00' 11'19'56" 11.27' C22 169.00' 36'12'10" 106.78' � o. 0 F \ 1 \ 9.46' N 211/ oQ LOT 130 \ '0'CIN �� s� D 20 \ SEE DETAIL 'D' 0 6,067 S.F. 5� \ `so. \ .�l C og o. \ SHEET 9 �� D1 8� LOT 'N' ?s R" ,�� o a� R 6,755 S.F. s. v' c9 1 C15 0. Q < \ , �5 Q�O�, A � , P�F 1�'I ` T� os �'0`L�6 r' / V V ti9 P / vQ g1`' 6 �ti 20 5� wo 00 �e 5�� p1 19 Dc� �O� so. 5� 919 �� 0 \ tk9i r 7 L_ L_ I SCALE: 1 "= 40' Q, lQ� 0 20' 40' 80' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C23 150.00' 36'12'10" 94.78' C24 131.00' 36'12'10" 82.77' C25 131.00' 2539'50" 58.68' C26 131.00' 1032'20" 24.10' C27 24.50' 79'41'16" 34.07' C28 24.50' 76 33'45" 32.74' C29 24.50' 3'07'31 " 1.34' C30 238.50' 7'47'16" 32.42' C31 181.50' 20'06'47" 63.71' C32 1200.00' 0'34'00" 11.87' / V V ti9 P / vQ g1`' 6 �ti 20 5� wo 00 �e 5�� p1 19 Dc� �O� so. 5� 919 �� 0 \ tk9i r 7 L_ L_ I SCALE: 1 "= 40' Q, lQ� 0 20' 40' 80' SHEET 6 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS:TRACT 169 NUMBERED NO. 19063 43 LETTERED (A -AQ) TOTAL ACREAGE: 34.061 ACRES (GROSS) IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA 33.625 ACRES (NET) PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 r- r- I I r- r--- _ _ I I r- r --r Ll Ll Ll Ll A S3• �j s9, �� L 0 T 113 O� 1593 O �Oa Ac^0 '�^ h �o 11 o �� 4'`S`�s , ��O `P oT 9 v / .;' Div o°° 9`�'` '915 15�.�T -r � R \��'. 'rz �l / �o' ^- . 6Q. c� \ s� Zia 5601 LOT 114 v 4 �' 815 R&Na' �� \"� N� R'� �• LOT 125 E D \ \�� / Q `N6 32 N62� h0. D �, 8, 481 S. F. 01;1- 4) , rn. c'r, J �6,l �0 / � J Olt cq3 i' LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N00'41'22"E 50.29' L2 N00'41'22"E 12.31' L3 N00'41'22"E 12.28' L4 N89'18'38"W 19.00' L5 N00'40'12"E 19.00' L6 N00'41'22"E 34.90' L7 N88'46'55"W (R) 18.50' L8 N89'18'38"W 18.50' L9 N89'18'38"W 35.50' L10 N89'18'38"W 33.50' L11 N00'41'22"E 24.68' L12 N00'41'22"E 12.59' L13 N88'06'08"E 18.50' �v v hA' C) LOT 115 ii,, °�. Q °`� ° 6.152 N G �E v / �/� 6,448 S.F. ova piv LOT 124 �� 9,2� Q v �3 0�' 801 3 N i\O 6,988 S.F. ?�� '�S' 2. 23„E 61 �$ N \�23 X13 �a 12' S, p, A • h,��N687o 4 `Y 680�2'�y ii V�^ N6QS8 � _ �1$ �, N 49 1 O W � p ^ �R) 17105 J ^ (R9 -- `5 q � 9 Zk aS I 75.33 O G�� li li li li li o Co. N 15�(�'J , , N. , N 52 5 C 5 c3 N GD L14 cn u, C^' o l v � LOT 116 h 10 �, , --4 � I � LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L14 N82'31'07"E 18.50' L15 N72'12'23"E 26.33' L16 N17'47'37"W 18.50' L17 N17'47'37"W 19.00' L18 N72'12'23"E 26.19' L19 N56 -07'16"E R 18.50' L20 N61 '53'39 "E R 18.50' L21 N17'47'37"W 38.00' L22 N17'47'37"W 19.00' L23 N72'12'23"E 22.41' L24 N26 59'52"W 7.00' L25 N18'57'44"E 13.26' L26 N18'57'44"E 11.03' L27 N18'57'44"E 2.23' L28 N10'44'19"E 13.26' L29 N10'44'19"E 4.65' L30 N10'44'19"E 8.61' L31 N00'40'12"E 24.00' 6,171 S. F. lr li LOT 123 483 �'' �E�1 c3g os� ��,- a / / N73• V ^ v 5,251 S.F. 00 F, 5� �� k y 7`v L13 cwn Ov �' �2Q, NOTE ro C313 O' �N 0�� -� w 70 * DENOTES LETTER OF Ilp,10216i �2622'!1i �0 h°' // �h/! 4j0 /15� 5`/,pl I °' A �I v r- DETAIL, SEE DETAIL 42'\ v ��(R) Div Q `VN�N //RR�Z/x `'I 1 �(A 0 ON SHEET 10. ^ �^ �� o �� wiR) LO% 92 s1. ti° r �� g0$55,�100 I �I� LOT'AO'� C 1 0 h �� o 22,040 S.F. - O LOT 117 N, s 001 22 o v `V � � �NN� o I N N N I D v 6,134 S.F. v o �;Sc- ao �, N I 06 N '00 SCALE: 1= 40 o o 00 N7 J N7-30'280 11 � 6 04 02 ` N 0 20' 40' 80 W �p0> ° h^o' h� � / Z I C ' I 9 "w (R) o a J N79 • 0 // O h� N 0019' 19' 110.21 N7721544�w (R) v v v v W D 8' I m w - � Cyi 3 N co 89 46 cr � 00 I J 0 cn W I j N I LOT 118 J - \ O �- Q L_ L_ 7 L_ L_ I . I W � W f -� Q o o } }} o } 6,447 S.F. N LOT 121 d o D v J c`Vo J d N89'19'48"W 154.45' ^� � ai �i 4, 888 S. F. N 19. a O cn cn c ccn Lo o 0' 18.5' I LOT 'AN' 52.00' 50.41 ' S2.04' LOT 130 -t rn n IN85 27'47"W () o c° p II 37.5' o N 21, 940 S.F. E w o N 0 o) N89'18'28"W 89.50' = j R U 108.98' _} N8344'4 a J rn v N N N of of A (R) 89.17' c2 v I o 00 � W �, 7' A l j I Z I z 37' z N o N Lo � 1 9' (�J N LOT 126 LOT 127 LOT 128 Q w 18.5' 18.5' R I O N ; r J d I I cO r� N ` 4, 654 S.F. 4, 512 S. F. 4, 655 S.F. , o cV o 0 19' o o II LOT 120 ^ o I o LOT 129 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 19.00' 8958'51 " 29.84' C2 19.00' 90'01'09" 29.85' C3 19.00' 8936'08" 29.71' C4 19.50' 9032'52" 30.82' C5 430.00' 0'31'43" 3.97' C6 430.00' 0'23'42" 2.97' C7 430.00' 0'08'00" 1.00' C8 24.50' 89-58'51" 38.48' 6,171 S. F. lr li LOT 123 483 �'' �E�1 c3g os� ��,- a / / N73• V ^ v 5,251 S.F. 00 F, 5� �� k y 7`v L13 cwn Ov �' �2Q, NOTE ro C313 O' �N 0�� -� w 70 * DENOTES LETTER OF Ilp,10216i �2622'!1i �0 h°' // �h/! 4j0 /15� 5`/,pl I °' A �I v r- DETAIL, SEE DETAIL 42'\ v ��(R) Div Q `VN�N //RR�Z/x `'I 1 �(A 0 ON SHEET 10. ^ �^ �� o �� wiR) LO% 92 s1. ti° r �� g0$55,�100 I �I� LOT'AO'� C 1 0 h �� o 22,040 S.F. - O LOT 117 N, s 001 22 o v `V � � �NN� o I N N N I D v 6,134 S.F. v o �;Sc- ao �, N I 06 N '00 SCALE: 1= 40 o o 00 N7 J N7-30'280 11 � 6 04 02 ` N 0 20' 40' 80 W �p0> ° h^o' h� � / Z I C ' I 9 "w (R) o a J N79 • 0 // O h� N 0019' 19' 110.21 N7721544�w (R) v v v v W D 8' I m w - � Cyi 3 N co 89 46 cr � 00 I J 0 cn W I j N I LOT 118 J - \ O �- Q L_ L_ 7 L_ L_ I . I W � W f -� Q o o } }} o } 6,447 S.F. N LOT 121 d o D v J c`Vo J d N89'19'48"W 154.45' ^� � ai �i 4, 888 S. F. N 19. a O cn cn c ccn Lo o 0' 18.5' I LOT 'AN' 52.00' 50.41 ' S2.04' LOT 130 -t rn n IN85 27'47"W () o c° p II 37.5' o N 21, 940 S.F. E w o N 0 o) N89'18'28"W 89.50' = j R U 108.98' _} N8344'4 a J rn v N N N of of A (R) 89.17' c2 v I o 00 � W �, 7' A l j I Z I z 37' z N o N Lo � 1 9' (�J N LOT 126 LOT 127 LOT 128 Q w 18.5' 18.5' R I O N ; r J d I I cO r� N ` 4, 654 S.F. 4, 512 S. F. 4, 655 S.F. , o cV o 0 19' o o II LOT 120 ^ o I o LOT 129 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS i R a J LOT 119 d . v J N N n W I °c o w �' z N 38 z I- 7,402 S.F. N 5, 634 S.F. I I II o o' N I z N N 6,318 S. F. o M / �o aJ L4U L7 0 - - `.°I o O z LOT 131 z / L8� /L8 _ 1 L + L4 z `n N88'S5'S6 "W (R)� cCO� Ln 3.51' oz I C11 z A- z \ GN o cr, i� 89.05' 70.09' , G� nR 107.13' 47.52' i� 50.41 ' 51.99' 70.51 n N89'19'48"w MEADOW DRIVE 159.14' -' N89 9'48"W 110.64' `I `t N89'19'48"W 220.43' raj °r7° N89'19'48"W 103.77' LiJ I J J I I J Lo J I 191.66' Lo A 301.42' C D � I LoJ J 37.99' 38.01 ' A (PRIVATE STREET) 37.98' 38.03' 15.03' 42.99' 43.01 ' 16.97' 37.98' 38.02' r l I 2305'- 235.13' LOT 'B' M 58.01 ' 59.99' LOT'A' MEADOW DRIVE 141.79' 9'Lo 1.006 ACRES J .18"W 2.029 ACRES 1109.78' N89'19'48"W 608.55'C N� N89(PRIVATE STREET) 383.23' - ` `r 0' ' 0'50.00' 52.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.03' C14 47.51 50.0 50.00 52.00 50.00 50.00 N 52.0�- LI j 3.49' LI� } 0 0 0 0 0 0 0 } o 0 LIJ °�of of of of of of of KL 10 L 9 �1 of 0) 0) 0) 0) 0) of - L LI 00 00 00 w 00 00 00 00 O E - - - - - - o I 00 00 00 m m co 00 CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C9 24.50' 90101,09" 38.49' C10 24.50' 7924'58" 33.96' C11 24.50' 10'36'11 " 4.53' C12 24.50' 8958'51 " 38.48' C13 24.50' 7924'58" 33.96' C14 24.50' 10'33'52" 4.52' C15 24.50' 90101,09" 38.49' C16 24.50' 29'11'20" 12.48' C17 38.50' 29'11'19" 19.61' C18 24.50' 374526" 16.15' C19 24.50' 3744'49" 16.14' C20 19.00' 8958'04" 29.83' C21 19.00' 90'01'56" 29.86' C22 200.00' 54'40'53" 190.87' C23 200.00' 36'11'55" 126.36' C24 200.00' 18'28'59" 64.52' C25 200.00' 10'18'44" 36.00' C26 200.00' 16'05'07" 56.15' C27 200.00' 10'18'44" 36.00' C28 200.00' 15'53'44" 55.49' C29 131.00' 36'12'10" 82.77' C30 150.00' 36'12'10" 94.78' C31 169.00' 36'12'10" 106.78' C32 24.50' 7941'16 " 34.07' C33 24.50' 7633'45" 32.74' C34 24.50' 3'07'31 " 1.33' C35 218.50' 8'10'14" 31.16' C36 181.50' 235'14" 8.20' C37 24.50' 105'53'44" 45.28' C38 24.50' 102'40'02" 43.90' C39 24.50' 3'13'42" 1.38' C40 24.50' 106'05'07" 45.36' C41 24.50' 7941'16 " 34.07' C42 24.50' 7633'45" 32.74' C43 24.50' 3'07'31 " 1.34' C44 238.50' 3137'14" 131.62' C45 218.50' 25'53'11 " 98.72' C46 181.50' 20'06'47" 63.71' C47 153.50' 29'04'19" 77.89' C48 148.87' 28'51'57" 75.00' C49 534.50' 2'42'33" 25.27' C50 534.50' 5'40'59" 53.02' C51 534.50' 538'09" 52.57' C52 534.50' 3101,03" 28.15' C53 1 350.00' 8'13'26" 50.24' C54 350.00' 124'36" 8.61' C55 350.00' 648'49" 41.62' C56 350.00' 0'10'17" 1.05' C57 153.50' 11'32'46" 30.93' C58 449.00' 12'51'54" 100.82' C59 430.00' 1314'36" 99.39' C60 411.50' 12'42'53" 91.32' C61 449.00' 1 '17'51 " 10.17' C62 24.50' 102'40'02" 43.90' i R a J LOT 119 d . v J N N n W I °c o w �' z N 38 z I- 7,402 S.F. N 5, 634 S.F. I I II o o' N I z N N 6,318 S. F. o M / �o aJ L4U L7 0 - - `.°I o O z LOT 131 z / L8� /L8 _ 1 L + L4 z `n N88'S5'S6 "W (R)� cCO� Ln 3.51' oz I C11 z A- z \ GN o cr, i� 89.05' 70.09' , G� nR 107.13' 47.52' i� 50.41 ' 51.99' 70.51 n N89'19'48"w MEADOW DRIVE 159.14' -' N89 9'48"W 110.64' `I `t N89'19'48"W 220.43' raj °r7° N89'19'48"W 103.77' LiJ I J J I I J Lo J I 191.66' Lo A 301.42' C D � I LoJ J 37.99' 38.01 ' A (PRIVATE STREET) 37.98' 38.03' 15.03' 42.99' 43.01 ' 16.97' 37.98' 38.02' r l I 2305'- 235.13' LOT 'B' M 58.01 ' 59.99' LOT'A' MEADOW DRIVE 141.79' 9'Lo 1.006 ACRES J .18"W 2.029 ACRES 1109.78' N89'19'48"W 608.55'C N� N89(PRIVATE STREET) 383.23' - ` `r 0' ' 0'50.00' 52.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.03' C14 47.51 50.0 50.00 52.00 50.00 50.00 N 52.0�- LI j 3.49' LI� } 0 0 0 0 0 0 0 } o 0 LIJ °�of of of of of of of KL 10 L 9 �1 of 0) 0) 0) 0) 0) of - L LI 00 00 00 w 00 00 00 00 O E - - - - - - o I 00 00 00 m m co 00 512.77' N89'19'48"W LOT 53 LOT 64 LOT 52 LOT 63 LOT 62 4,4 75 S. F. LOT 61 LOT 60 LOT 59 LOT 58 LOT 57 0 ' =� I w o "' ao I vi LOT 55 LOT 54 I- 4,4 75 S. F. 52.00' 4,654 S.F. 4,4 75 S. F. LOT 'AB' 4,4 75 S. F. 4,4 75 S. F. 4,4 75 S. F. 4,4 75 S. F. 4,476 S. F. I N w Q rn O I I- 4, 475 S. F 4,4 75 S. F. w w w w w w w w °0 ~ o O co °0 I cam, W°' z l Lo CO J w w w N N N N N N N N N V O¢ N W N N N O O O O O O O O OI z Q- O C) O O O O O O O O O O O O O O O W Q O CJ d O O O O O O z z z z z z z z N 50.00' 52.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' N N- ,N89'18'37"W (R) z J N89'1 9' 77.0 0' 52.03' 50.00' 50.00' N89'19'48"W 695.06' o O N89 9'48"W O 12,068 S.F. od z co V^ cd 'v N89'19'48"W 645.81' 14.87' �r / I N51 '33'12"W (R) 46.63' - N 40.63' 14.87' i �N52 56'33"E (R) �r % VIA POST TI VA 46.62' 40.64' _ N 512.77' N89'19'48"W LOT 53 LOT 52 4,654 S.F. 4,4 75 S. F. w w O O Z z 52.00' 50.00' LOT 'AB' 9,285 S. F. LOT 51 LOT 50 4,4 75 S. F. 4,654 S.F. - W W LIJ J N N LiJ z z 50.00' 52.00' 515.83' 515.84' 1278.85' N 655.71' 1168.48' SHEET 7 OF 11 SHEETS ALL OF TENTATIVE TRACT MAP NO. 19063 NUMBER OF LOTS: 169 NUMBERED 43 LETTERED (A -AQ) TOTAL ACREAGE: 34.061 ACRES (GROSS) 33.625 ACRES (NET) 661 PAF TRACT N0. 19063 IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 rL1 V�hi\`\aI , Al 0+ / I SOB 6 �� 691 3e �s1s°7"!y N,?�s2'�y �' >' �l �`�� i \ O� i� iV6 �0% ` 46 3'vO^ 624 03'1?, >>O I`L T 2s X o�� ho\ I <�LOT 86 4` Ss 4 1 s �o o °. r • � ,� \�� 6,404 S.F. a c\i 108 F l \ � o I o NOT gg � � N� %� , o li LOT 109 LOTH 10 <� 41) o. �Q li N�7. 6s 3 j, lb ^° V I \ o' `V // 1.006 ACRES I `L 9 1 p 4226 ; ^• n`V 6, 75 7 S.F. O� 319- 0 19' h 6a� N697500 N I� � �1 eo LOT 87 /ii o / 2 0 <R) go (R\ ��, ��, o . I 5,2 73 S. F. ' 4 a , 48 v II �"'s.`so\ `O v v a� l p I^� nN \ 124' r/�ll� v 0) ^� o Q s T p� .a li �`� LOT 100 1S•36' 01'W v� "' lu rr I N86'19'21 "W (R\ iv O C D I 115 s>�\ s92 SF \520\N,8�946. l� a i� 4,695 S.F. ,h°q� �, (R) v v I L13 N6g. �\ �� R� ° W p v" °� co, 109 33, l l N N6913. 1355'iy \ r 6 1 /p ;� N7 • N78284j., 4o d h "�' O co Q LOT SF.6 \o LOT 85 �° \�8\ 55 tv c \ 4\ II h. 61sys„w (R� , w (R\v IcoIt;%v' LOT 108 l II 6,909 S.F. °' D 11618 �l v a Q p ooh 9p 54' v�� 6,844 S.F. N Q O LOT AL \ v N i' h �' v �,° �Q L_ _ 3,404 S.F. I QsR- A,� 5000, \ 1492 NIM ` 2g). 0 /h ° �Q Q J °j \ 3 ^ a LOT 101 ,� 9s A LOT 84 49- , 4, 825 S. F. ^ DETAIL 'Y' 76 s N 94s' ��' �' ^�I `� (R NO SCALE - HEREON °$� �h so S9 O o C N 0 110 02' h o 0 1 0' 6' N N7 of o o ° PAF . c '' LOT 83 D 8 s6 20 »w ° co 0\ 5 L�1 OQ �`� 4,765 S.F. I N O ^ 9p 84' (D LOT 107 n `° i O sz N ^ tL , N N .h N ai �i `"� �o, T 6,808 S.F. o� N p 4.48' o LOT 82 I� Q o I o 9ti r, D� 49'23'02•. �� tik / eco 21 SS 12 �c\, h0 5,6 S.F. I li !i r II d "o LOT 102 N , II !� A ��• Q �, 35.34' / LOT 77 �s'4,6o v _ iy �, p 71 S.F. p19' 19' 9 5 O L= 15 s\ 5, 423 S. F O I, o v 2 �ti N8123'09" (R� �6 51 fig. h O° 0 o A �N691 01°� 5,2 O �� N M o 0o V oo I N83°12'56"ty W 110.51' I I 0� �5 °� h° tx� ly 0 5 8S 48 S4 I� (Z N O (R� 88.69' N 38" C LOTH �� o� 2 00 -- w �R� `° �` II I J , I I D _00 \ v v 1.006 ACRES S.F. ,� \ \ v II co - 5,563 LOT 106 `� I 6h L13 so moo. \ 8.65' o I 38' W N N - $• 0 1�6 52 \ 19!'Z 19' !N Lo LOT 103 Ili-�- s,so4 S.F. �, o o I o 6 \� IN LOT 79 ,1 45' -��' 4,668 s.F � II 4,945 S.F. O N co II J r°N7 cd aJ Ln to I �b s- a •a LOT 80 N o N 2 II II K' O ,cv N o :q I N87'34'14"W (R) 89.66' N86'16'55'W (R a O Z' / N �� O° N 5,127 S.F. d _ o ) 111.55' v v II \s 697 11 9 ,h 1 r7 II O/ ^° \22 g N6975 \ 200.8 6 42, O O <v d II q a N o 7, l LOT 81 II v II d= 1'4424" N o ^ \ LOT 76 N oo. 3' oo" \ N h / x,087 s.F i L= 22.20' 0) - 7, 615 S.F. ,<v cal \ �' v / N6g75 50 00\ p / cn II o° �� oo" o h \ 7' 0 7'\ w LOT 105 II R = N6 • �, °" c ,�o w .7 \ a, N h l v- LOT 104 N �- 9 a 46' 4° -� N 7,597 S.F. p 1500'!y �° Q LOT 75 \ 5 ° \ �� q 8s 88+ �, 32 5�6., �\ L5 I 5,381 S.F. 7, 53 O� 0 4,562 S.F. l \2 0\ 1 d� 14.1 'd = 9.16'25" J N L5 \ o L5 � % L5 v0 �; h LOT 74 `� 98 61. 0 22,. R, 61.67' z f 89 O O 4, 475 S.F. O ---S,200 1g 381 00' G`� o �3 70.95' 92.10' °�' rn o n� g8. q O h' 8 61. 4� L = 94.24' ad G ao O' 20.0 0 N89'19'48"W 163.05' r7 r7 �- h \ 44 rn N LOT 73 236 4- 2 c D � LI 69 • o p \ 8' O.0 R_ co C3 38.01 ' 37.99' 38.01 ' j, 15'00. N °O 4,654 S.F. h 4a \ 4'4)„ 400.0p' "� I I LI , O' 3• . L= 140.18' `� 'j g h 1 47 R, o) 239 05' 235 13' °oo' •D LOT 72 , 2, 41" 4 -*50'7 419.00' S N89°19'48"w A MEADOW DRIVE 1109.78'- Q) �O 4,475 S.F. 02" �-- 55 14" L= 146.84' N89°19'48"W (PRIVATE STREET) 608.55'- (� ) sp 00' LOT 71 0. 0, er = 50.004 - 31.03' 20.00' 50.00' 52.00' 50.00' 50.00' I� N p 4,807 S.F. 0 0 0 1 0 o a� i� d= 242'39" o uo u� u� 52 °O' LOT 70 0o L= 19.82' f oi a Q) 5,209 S.F. NO. °' oo L1 0 23.02' L2 N00°41'22"E So o �°' ° L3 LOT 69 18.97' L4 o 20.87' L5 N89°18'38"W 19.00' o N00°40'12"E 5,150 S.F. LOT 68 1 N00'41'22"E 12.28' LOT 67 N00°41'22"E LOT 66 LOT 65 = W L10 R 4, 746 S.F. N J '- 4,4 75 S. F. 19.00' 4,654 S.F. 4,4 75 S. F. 565'. h N85 20'14"E (R) 10.00' L14 N24 °47'23"W (R) N w w w NOTE N20°44'59"E 25.99' N20°44'59"E 9.32' L18 N69°15'01 "W 25.50' L19 �* - DENOTES LETTER OF DETAIL, ' 5 = L20 ,cNv z H o O 0 O 0 O 0 SEE DETAIL ON SHEET 10. 419' 4.50' N35°58'44 "W o L24 N00°40'12"E z z z z L26 N00°40'12"E 61.46' Z 55.11 ' 20.00' 50.00' 52.00' 50.00' 458 01 " 5 N -' 71.82' N89'19'48"W H -c') co LOT 'AC' .43. 91.82' 12,068 S.F. LOT 64 4,4 75 S. F. W N 50.00' 9 C 695.06' 194.53' N N89'19'48"W 645.81' J I (� VIA POST TI VA N 1278.85' � 512.77' / N89'19'48"W 1168.48' SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N11 °03'40"E 23.02' L2 N00°41'22"E 58.88' L3 N00'41'22"E 18.97' L4 N00°41'22"E 20.87' L5 N89°18'38"W 19.00' L6 N00°40'12"E 19.00' L7 1 N00'41'22"E 12.28' L8 N00°41'22"E 12.31' L9 N00°41'22"E 50.29' L10 N06°34'38"E (R) 19.00' L11 N20°45'00"E (R) 19.00' L12 N20°45'00"E 22.00' L13 N85 20'14"E (R) 10.00' L14 N24 °47'23"W (R) 21.62' L15 N20°44'59"E 35.31' L16 N20°44'59"E 25.99' L17 N20°44'59"E 9.32' L18 N69°15'01 "W 25.50' L19 N54°15'09"E 17.35' L20 N35°44'51 "W 25.53' L21 N35°58'44"W 23.06' L22 N69°15'01 "W 22.42' L23 N35°58'44 "W 23.16' L24 N00°40'12"E 24.00' L25 N69°15'00"W 28.03' L26 N00°40'12"E 18.00' SCALE: 1 "= 40' 0 20' 40' 80' CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 19.00' 90°01'09" 29.85' C2 19.00' 95°53'16" 31.80' C3 400.00' 5°5426" 41.24' C4 19.00' 89 58'51 " 29.84' C5 41.00' 41'18'34" 29.56' C6 41.00 23°16'40" 16.66' C7 41.00' 26 24'59" 18.90' C8 739.00' 036'34" 7.86' C9 41.00' 8 20'25" 5.97' SCALE: 1 "= 40' 0 20' 40' 80' SHEET 8 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS: 169 NUMBERED 43 LETTERED (A -AQ) TOTAL ACREAGE: 34.061 ACRES (GROSS) 33.625 ACRES (NET) O ,� o O � s6 7 O O p. 0,p F Yti� cs r o N , rR CIS, ��SS TRACT N0. 19063 IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 LINE TABLE (THIS SHEET ONLY) I I r- F --T- A BEARING DISTANCE �I f 83.57' L2 NO2 57'23"E Z) co N47'49'33"W (R) L3 N28'48'29"W ' raj p N N28'48'29"W 27.57' Z' c') c Q) 9026 9 8,97' L6 N42 24'53"W ^iv co LOT N6126'45"W 0.25' L8 'AE' \ \� v L34 A8• co� 33.95' L10 N45'1 7'03"E 8.30' L 11 N44'42'57"W 22.00' L12 co 18.50' 40 76 N 1745'58 "E (R) 18.50' L14 N54'17'34"W (R) 19.00' L15 N53'48'06"W (R) 19.00' L16 O ,� o O � s6 7 O O p. 0,p F Yti� cs r o N , rR CIS, ��SS TRACT N0. 19063 IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N2848'51 "W 83.57' L2 NO2 57'23"E 19.69' L3 N28'48'29"W 18.07' L4 N28'48'29"W 27.57' L5 N5738'10"E (R) 8,97' L6 N42 24'53"W 14.62' L7 N6126'45"W 0.25' L8 N44 55'45"E 16.52' L9 N44'50'18"W 33.95' L10 N45'1 7'03"E 8.30' L 11 N44'42'57"W 22.00' L12 N20°42'53"E (R) 18.50' L13 N 1745'58 "E (R) 18.50' L14 N54'17'34"W (R) 19.00' L15 N53'48'06"W (R) 19.00' L16 N12'16'12"E (R) 18.50' L17 N0738'53"E (R) 18.50' L18 N61'10'45"W (R) 19.00' L19 N6333'46"W (R) 19.00' LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L20 N63'14'55"W (R) 14.51' L21 N5359'31 "W 15.89' L22 N36'00'29"E 18.50' L23 N5359'31 "W 38.00' L24 N5359'31 "W 19.00' L25 N5359'31 "W 40.39' L26 N5359'31 "W 40.40' L27 N36'00'29"E 42.94' L28 N7935'48"W 13.59' L29 N2858'10"E 21.70' L30 N45'05'19"W 30.00' L31 N45'05'19"W 31.40' L32 N3558'44"W 23.16' L33 N36°11'54"E 47.84' L34 N4633'33"W R 47.00' L35 N4130'29"W (R) 47.00' L36 N56 56'40"E R 18.50' L37 N59°19'36"E R 18.50' L38 N36'15'27"W 4.89' L39 N53'59'31 "W 37.78' L40 N53'59'31 "W 85.17' LINE W NO. � Q Q L41 w J N � W � o C� co I I i N61'11'31 "E LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L41 N61'11'31 "E 30.00' L42 N61'11'31 "E 28.00' L43 N61'11'31 "E 2.00' L44 N61 -11'33"E 22.00' L45 N61 *11'33"E 2.00' L46 N61 *11'33"E 20.00' L47 N284829"W 15.81 ' RADIAL TABLE (THIS SHEET ONLY) NO. RADIUS RADIAL R1 396.50' N1134'04"E R2 481.00' N6237'53"W R3 396.50' N17'11'40"E R4 519.00' N6335'49"W R5 403.33' N17'20'42"E R6 519.00' N64 -21'36"W R7 368.50' N49'01'06"E SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS RADIAL TABLE (THIS SHEET ONLY) NO. RADIUS RADIAL R8 1042.00' N43'38'43"W R9 1000.00' N45'00'12"W R10 350.00' N12*19'19"E R11 26.75' N6138'16"E R12 26.75' N64'07'40"E R13 26.75' N60 25'57"E R14 500.00' N5738'18"W N� ' A F� �3S S� �� n 0 8 23 0.00' L21 '� �r '� r N53'S9'31 "W 171.34' -L Ii N 11 ,�` 4. �'��s�°J ��o r -r- ^ I I r -r --r �I 1 In D' R� 35 0 L= 1 68.90' o �� , �, v (A q �. o, c v o Q p 11 - L35 R/�9Tr� �� s°°S?3" °J, C> \ / s L_ L_ L_ L_ I `1- 32„ R, 331 50 RG°c LOT 'X' I >> F �O s . °° 5 11 LOT 'Y' E v� �� ST�Q ?�. �Lj �tv� I /gyp L14 � GZ D� 2g •1132' E 6,249 S.F. 3.50' L23 3.50' 7,573 S.F. L= 154.63' L24 L24 43 4 �� A C Cs NSsSs4o d, 43.42• 66' 311.50 / O ``�� v v D' 2g G) L25 N53'S9'31 "W 195.84' L J R, 26 14'07" C p CS8 Sg O E �pC 48 • L= 23753„E (R G GZ ,E �PRi 3p3 50 1 50.02' 9.00' w 10.13' 2.04' 95 v N L, /SO 50' / C� LOT R R= 311.50' N13.13'� j G23 5�� R= 0 L= 0) w L39 L40- 0' ° 88.91 ' ^ 4� 8,389 S F. \ w G22 f N06 .45 � 1' 32' R% 294.5 L= 96.02' L26 0 � CK) - w N56'42'33"W 72.98 _ E /y34. C11 "�/ 5532��"3g•10, 68, � 29.1 18°40,51„ J o ¢ J " C o _572 v 4, 2 42 226 y o 13„ D, , J ^ ( n LOT AK � N 4,71 8°,' R, \14' 7(PRC LOT '0' 67.02 23• A R= 331.50' L- 4' R 0/ � v N V� NC i 2 11 2„ N17'19'37"E R LOT AJ � o n rn of N o \ l4 26• �) L= 339.2 1 N g° - - - �) N "� z n N k' ori LOT 113 1,613 S.F. in ^� L , 178 50. \ 4� 3 R7 M R14 civ L18 V �R% D ° 30 p' N N o N N 6, 061 S.F. "N,h ,�v �N3g. 8j 73, \ 5,586 S.F. 4� 8`3s 4 372 g7 \ N C G52 105 4.0 Z II w I II Z I- d N p 4990.. C12 4\ O.18, 3» in L= 20 X D ��° N LOT 112 -� 4 o o p�. ��R N29'0324"E R NS91g•s630'0 R= 350.00' C D L= 248.33' c^v 3 c�i� c�-i� N56'42'04"W (R) �% - - - - �) ct 076 3g•• C13 R= 368.50' v C41 Gg N06'49'16"E (PRC) N 7,435 S.F. O I 110.86 i Q� ��Cv 1 Cl7 C�\F ��° C� d= 24'34'10" 8.02' (_ - - ) C46 19 rn 0 N 123.57' w N56'42'33"W LI N o G 9 C18 v 4 R p o L= 158. R3 & R4 L L2 N09'47'31 "E R N R) ¢ J' o av QO ��, �� L7` Ls N E LO E �'----- m () N56'23'44"W LI J c� h o o N28'02'25"E R �5 o N 1 94'39 G45 �I I - - - - - o , N �? �} N56 -22'26"W (R) - () 5,143 S. F. L = LOT 95 rn � "� °° I o `� -t- Al: % O �y - - - - d= 28'05'23" R- M o VQ Qll q q LOT AD SEE DETAIL 'F' d - 396.50' 5,116 S.F. 9 77' ►i► II "� � n � --t (� ) 10, 231 S. F LN38'S0'08 "E (R) SHEET 9 F kQ / o N45 20'03.. \ p_ 1 3.59 33 " �, W 8 00 II _' � � LOT 114 `O II Q N48°45'16"E (R) / op ^ W 8607, X28 R= 49$.49 N67.1g'13 LOT 111 �� Q o o �� 6,496 S.F. I41�� i LOT 94 - - - - - o h o 1 L 5 & p,6) 91 cn 7,354 S.F. II o II LIJ 4 17' N 9,367 S.F. _ r - - - (R - N N z CO N Q11 J o °° °' a_' W (R) �N3120'10"E (R) cn z �, V- cc 02" 09' 2 N34'03'29 "W (R) o a, z �, cfl N g 2'18'_ 111. L I ----- vv h 1,315 S.F. �0T91 (/)Ico _ L,3 0 o N ` LOT 96 `Q I W II II�-N62*23'32"WR 8SEE DETAIL 'E' o LOT 9 " 8g3 S.F• 35, + o � 112.77' �N62.23 '04"W 1� N Ui F 2 5, g3• o 4,498 S.F. R - 9'�1,(R 367527. 1�3 4 - SHEET 9 L9 Lil W 4.548 SF O �` N61.2355 W ( I ��`� W 40. m pM N N L30 N67.19'13 W ` `m 1gm �` g0'32 - i� _ a' 0 I LOT 115 <, L` �G'11�F' 20 LOT P N452003.•W 923 `0 1g, N67•16 p1„W Qn N oM- �- 6,, � 4,551 S.F. d 6' 0 38 r_ I �_T 28'' ��ti ,kji . = N LOT 90 0 LOT 110 �'� M 1a 114 r- f l L- � LOT 93 d 6,781 S.F. �� LOT 97 _ 6,836 S.F. 114 CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl >_ o 1.72' C2 58.50' 31 °45'53" 32.43' C3 14.50' on 6.41' C4 544.50' 4°47'13" 45.49' C5 87.50' n N 23.65' C6 107.50' ^ r- r- .: L_ L_ ^ 1 1 r- r --T- A .: r 7 L_ L_ I `t C7 524.50' w 43.82' C8 34.50' 25'18'41 " 15.24' C9 38.50' 31 °45'53" 21.34' C10 1047.00' 13 27'19" 245.87' C11 99.50' 24 22'12" 42.32' C12 8 4. 91 ' N53'59'31 "W LOT'S' 274.23' �I 368.50' 3°44'03" 24.02' C14 396.50' 388 50 73.16' 11,394 S.F. 396.50' 8'52'54" 61.46' 0 Z n 16 12" 3g8 -5o') (R i ' L= 152.67' N53'59'31 "W FARM ROAD LOT F ,o N53'59'31 "W °j 274.23' -I- - I 20.81' C18 194.35' L 15 � 27• " S0) �% 4,11 E �R,24' 4 ( R' 368.50 93 59.39' 1.621 ACRES ,- PRIVATE STREET)274.23' 214.84'- I -i C20 1 24.50' J 40.93' E C3 NS9°55, 31' ° 44 17„ cn 1 78.33' I N 43.50' 43.50' N C D A L I -r- N� ' A F� �3S S� �� n 0 8 23 0.00' L21 '� �r '� r N53'S9'31 "W 171.34' -L Ii N 11 ,�` 4. �'��s�°J ��o r -r- ^ I I r -r --r �I 1 In D' R� 35 0 L= 1 68.90' o �� , �, v (A q �. o, c v o Q p 11 - L35 R/�9Tr� �� s°°S?3" °J, C> \ / s L_ L_ L_ L_ I `1- 32„ R, 331 50 RG°c LOT 'X' I >> F �O s . °° 5 11 LOT 'Y' E v� �� ST�Q ?�. �Lj �tv� I /gyp L14 � GZ D� 2g •1132' E 6,249 S.F. 3.50' L23 3.50' 7,573 S.F. L= 154.63' L24 L24 43 4 �� A C Cs NSsSs4o d, 43.42• 66' 311.50 / O ``�� v v D' 2g G) L25 N53'S9'31 "W 195.84' L J R, 26 14'07" C p CS8 Sg O E �pC 48 • L= 23753„E (R G GZ ,E �PRi 3p3 50 1 50.02' 9.00' w 10.13' 2.04' 95 v N L, /SO 50' / C� LOT R R= 311.50' N13.13'� j G23 5�� R= 0 L= 0) w L39 L40- 0' ° 88.91 ' ^ 4� 8,389 S F. \ w G22 f N06 .45 � 1' 32' R% 294.5 L= 96.02' L26 0 � CK) - w N56'42'33"W 72.98 _ E /y34. C11 "�/ 5532��"3g•10, 68, � 29.1 18°40,51„ J o ¢ J " C o _572 v 4, 2 42 226 y o 13„ D, , J ^ ( n LOT AK � N 4,71 8°,' R, \14' 7(PRC LOT '0' 67.02 23• A R= 331.50' L- 4' R 0/ � v N V� NC i 2 11 2„ N17'19'37"E R LOT AJ � o n rn of N o \ l4 26• �) L= 339.2 1 N g° - - - �) N "� z n N k' ori LOT 113 1,613 S.F. in ^� L , 178 50. \ 4� 3 R7 M R14 civ L18 V �R% D ° 30 p' N N o N N 6, 061 S.F. "N,h ,�v �N3g. 8j 73, \ 5,586 S.F. 4� 8`3s 4 372 g7 \ N C G52 105 4.0 Z II w I II Z I- d N p 4990.. C12 4\ O.18, 3» in L= 20 X D ��° N LOT 112 -� 4 o o p�. ��R N29'0324"E R NS91g•s630'0 R= 350.00' C D L= 248.33' c^v 3 c�i� c�-i� N56'42'04"W (R) �% - - - - �) ct 076 3g•• C13 R= 368.50' v C41 Gg N06'49'16"E (PRC) N 7,435 S.F. O I 110.86 i Q� ��Cv 1 Cl7 C�\F ��° C� d= 24'34'10" 8.02' (_ - - ) C46 19 rn 0 N 123.57' w N56'42'33"W LI N o G 9 C18 v 4 R p o L= 158. R3 & R4 L L2 N09'47'31 "E R N R) ¢ J' o av QO ��, �� L7` Ls N E LO E �'----- m () N56'23'44"W LI J c� h o o N28'02'25"E R �5 o N 1 94'39 G45 �I I - - - - - o , N �? �} N56 -22'26"W (R) - () 5,143 S. F. L = LOT 95 rn � "� °° I o `� -t- Al: % O �y - - - - d= 28'05'23" R- M o VQ Qll q q LOT AD SEE DETAIL 'F' d - 396.50' 5,116 S.F. 9 77' ►i► II "� � n � --t (� ) 10, 231 S. F LN38'S0'08 "E (R) SHEET 9 F kQ / o N45 20'03.. \ p_ 1 3.59 33 " �, W 8 00 II _' � � LOT 114 `O II Q N48°45'16"E (R) / op ^ W 8607, X28 R= 49$.49 N67.1g'13 LOT 111 �� Q o o �� 6,496 S.F. I41�� i LOT 94 - - - - - o h o 1 L 5 & p,6) 91 cn 7,354 S.F. II o II LIJ 4 17' N 9,367 S.F. _ r - - - (R - N N z CO N Q11 J o °° °' a_' W (R) �N3120'10"E (R) cn z �, V- cc 02" 09' 2 N34'03'29 "W (R) o a, z �, cfl N g 2'18'_ 111. L I ----- vv h 1,315 S.F. �0T91 (/)Ico _ L,3 0 o N ` LOT 96 `Q I W II II�-N62*23'32"WR 8SEE DETAIL 'E' o LOT 9 " 8g3 S.F• 35, + o � 112.77' �N62.23 '04"W 1� N Ui F 2 5, g3• o 4,498 S.F. R - 9'�1,(R 367527. 1�3 4 - SHEET 9 L9 Lil W 4.548 SF O �` N61.2355 W ( I ��`� W 40. m pM N N L30 N67.19'13 W ` `m 1gm �` g0'32 - i� _ a' 0 I LOT 115 <, L` �G'11�F' 20 LOT P N452003.•W 923 `0 1g, N67•16 p1„W Qn N oM- �- 6,, � 4,551 S.F. d 6' 0 38 r_ I �_T 28'' ��ti ,kji . = N LOT 90 0 LOT 110 �'� M 1a 114 r- f l L- � LOT 93 d 6,781 S.F. �� LOT 97 _ 6,836 S.F. 114 256. 5,369 S.F. 112'27 O m D o 4,533 S.F. 45 1 I q .10 co -'1 N G7 :\ 90.87' 108. 1 d 3„W -, m R) X17, N354444 9393 = L31 N67-191 `v mim `N67.1g 13'W w N66.24'p3>,W ( NOTE b LOT 89 �o 0 6,647 S.F. `v < ` N _ � w OT 109 -� �* - DENOTES LETTER OF DETAIL, CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 26.75' 3'41'42" 1.72' C2 58.50' 31 °45'53" 32.43' C3 14.50' 2518'41 " 6.41' C4 544.50' 4°47'13" 45.49' C5 87.50' 15 29'15" 23.65' C6 107.50' 15 29'15" 29.06' C7 524.50' 4'47'13" 43.82' C8 34.50' 25'18'41 " 15.24' C9 38.50' 31 °45'53" 21.34' C10 1047.00' 13 27'19" 245.87' C11 99.50' 24 22'12" 42.32' C12 71.50' 2422'12" 30.41' C13 368.50' 3°44'03" 24.02' C14 396.50' 103421 " 73.16' C15 396.50' 8'52'54" 61.46' C16 396.50' 1'41'26" 11.70' C17 61.00' 19'32'42" 20.81' C18 194.35' 946'44" 33.17' C19 4.20' 8354'23" 6.15' C20 1 24.50' 954321" 40.93' C21 350.00' 8 23'35" 51.27' C22 350.00' S 26'40" 33.26' C23 350.00' 4'40'26" 28.55' C24 350.00' 5'30'22" 33.63' C25 1 350.00' S 27'15" 1 33.32' C26 1 500.00' 1331'07" 1 117.97' 256. 5,369 S.F. 112'27 O m D o 4,533 S.F. 45 1 I q .10 co -'1 N G7 :\ 90.87' 108. 1 d 3„W -, m R) X17, N354444 9393 = L31 N67-191 `v mim `N67.1g 13'W w N66.24'p3>,W ( NOTE b LOT 89 �o 0 6,647 S.F. `v < ` N _ � w OT 109 -� �* - DENOTES LETTER OF DETAIL, N C m LOT 98 CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C27 500.00' 9.40'55" 84.49' C28 500.00' 3'50'12" 33.48' C29 500.00' 5°5528" 51.70' C30 500.00' 3'3228" 30.90' C31 500.00' 223'00" 20.80' C32 500.00' 3 20'44" 29.19' C33 500.00' 0 2928" 4.29' C34 24.50' 113'55'42" 48.72' C35 24.50' 36'1623" 15.51' C36 24.50' 77°39'19" 33.21' C37 368.50' 0.49'56" 5.35' C38 24.50' 68°49'38" 29.43' C39 481.00' 6'08'27" 51.55' C40 481.00' 4°04'18" 34.18' C41 481.00' 0.37'02" 5.18' C42 481.00' 127'07" 12.19' C43 519.00' 3°4527" 34.04' C44 519.00' 2 57'37" 26.82' C45 519.00' 0'45'46" 6.91' C46 519.00' 0'02'03" 0.31' N C m LOT 98 w �W L -T / SEE DETAIL ON SHEET 10. �0� 4St68°31 34'W D` 4,817 S.F. un a m 6„W 42 2 100 C47 N 62-05' V � OT 90.34! 0'52"W N�1°2 9415 19' , 46,29 W -.00 LOT 87 7' \ i \ I I r' N68° z 720.00' 11'37'07" i C51 � N � CURVE TABLE (THIS SHEET ONLY) CIV`� \ LOT 99 �� pV \ 4,717 S.F. rn LOT 88 � N 90.48 SCALE: 1"= 40' 0 20' 40' 80' 8,308 S.F. o q (R) w NO. RADIUS n 6„W 42 2 100 C47 24.50' 90100'00" � OT 2 0'52"W N�1°2 9415 19' , I,\I,\--38-7 432 N69.15'01„W LOT 87 7' \ i \ I I r' 142.15' C50 720.00' 11'37'07" i C51 c:L, 11'37'07" LOT 86 C52 ✓ 445'07" SCALE: 1"= 40' 0 20' 40' 80' NO. RADIUS DELTA LENGTH C47 24.50' 90100'00" 38.48' C48 534.50' 2'42'33" 25.27' C49 701.00' 11'37'07" 142.15' C50 720.00' 11'37'07" 146.00' C51 739.00' 11'37'07" 149.86' C52 396.50' 445'07" 32.88' C53 405.50' 258'15" 21.03' C54 24.50' 72'03'32" 30.81' C55 519.00' 0 2928" 4.45' C56 519.00' 0 28'02" 4.23' C57 1000.00' 1'33'21 " 27.15' C58 350.00' 831 '44" 52.10' C59 350.00' 10'54'40" 1 66.65' C60 1047.00' 5°03'04" 1 92.30' SCALE: 1"= 40' 0 20' 40' 80' SHEET 9 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS: 169 NUMBERED 43 LETTERED (A—AQ) TOTAL ACREAGE: 34.061 ACRES (GROSS) 33.625 ACRES (NET) I C1 103.77' N89'19'48"W 65 IN TRACT N0. 19063 THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 i C D A \ N \ MEADOW DRIVE . 9 6,493 0 S.F. o (PRIVATE STREET) 5� � L� �� / R= 5� 0G3 g'I 51 I / 2 N89'19'48"W 383.23' D' N 31.72' d= 18' 42' ✓ I L= �� o LOT 49 4,493 S.F. 50.00' N89 °19'48"W N89'19'48"W O \ 20 � . I � �— 25' z RADIUS DELTA LENGTH LN o `�I 5439'59" 18.13' 2, 1252.00' 1416'14" 311.83' C3 57.00' co z� cI z � 20'� \ ti S�>>. S'� �Oy rn \ \ B \ A LOT 'N' \ S2 9 ° w 6, 755 S.F. \ \ o \;r 0 z 109.80' O \ 20 � I O 0 I B w N \ LOT , 285 'AB' \ 9 S. F. o0 z \ 5.27' -� L 515.84' N89°19'48"W LOT 'AA' 6,940 S.F. -` `- 0.20' 1278.85' -- DETAIL 'D1' NO SCALE - SEE DETAIL 'D' ABOVE 515.84' LOT 'AB' 9,285 S. F. DETAIL 'D' NO SCALE - SEE SHEET 5 \ 515.83' w \ N O 0 \ / C) o0 o " \z� 1278.85' LOT 46 \ 6, 736 S.F. I o. 70� LOT 47 / 1 I4,636 S.F. 0� ."v h I LOT 47 4,636 S.F. I I I I I I I I I I I I ii rl 0�� I �vro / �r \ I -SEE DETAIL 'D1' BELOW CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C1 19.00' 5439'59" 18.13' C2 1252.00' 1416'14" 311.83' C3 57.00' 10 2229" 10.32' I O 0 I B w N \ LOT , 285 'AB' \ 9 S. F. o0 z \ 5.27' -� L 515.84' N89°19'48"W LOT 'AA' 6,940 S.F. -` `- 0.20' 1278.85' -- DETAIL 'D1' NO SCALE - SEE DETAIL 'D' ABOVE 515.84' LOT 'AB' 9,285 S. F. DETAIL 'D' NO SCALE - SEE SHEET 5 \ 515.83' w \ N O 0 \ / C) o0 o " \z� 1278.85' LOT 46 \ 6, 736 S.F. I o. 70� LOT 47 / 1 I4,636 S.F. 0� ."v h I LOT 47 4,636 S.F. I I I I I I I I I I I I ii rl 0�� I �vro / �r \ I -SEE DETAIL 'D1' BELOW N67°10'55"W (R) DETAIL 'D2' NO SCALE - SEE SHEET 5 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS ,o6"W N62� 4621�� s, DETAIL 'E' LINE TABLE (THIS SHEET ONLY) NO SCALE — SEE SHEET 8 NO. BEARING DISTANCE L1 N26 54'36"W 39.48' Z DETAIL 'F' NO SCALE - SEE SHEET 8 J 0 V� ��1 N67°10'55"W (R) DETAIL 'D2' NO SCALE - SEE SHEET 5 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS ,o6"W N62� 4621�� s, DETAIL 'E' LINE TABLE (THIS SHEET ONLY) NO SCALE — SEE SHEET 8 NO. BEARING DISTANCE L1 N26 54'36"W 39.48' Z DETAIL 'F' NO SCALE - SEE SHEET 8 J SHEET 10 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS: 169 NUMBERED 43 LETTERED (A -AQ) TOTAL ACREAGE: 34.061 ACRES (GROSS) 33.625 ACRES (NET) L N53°48'06"W 19.00' LOT 'H' 0.239 ACRES 7 � C 0 ro r7 L- N53*48P06"W 19.00' - 0.29' j oW I � w I W� N LO Q C o DETAIL 'G' NO SCALE - SEE SHEET 4 LOT 'J' 0.263 ACRES 1g 1� LOT 'A' / 2.029 ACRES L DETAIL 'M' NO SCALE - SEE SHEETS 5 & 6% I I -A= 20°04'47" 0.73' 5239.05 R= 400.00' N89'19'48109.78' - L= 140.18' 1 MEADOW DRIVE (PRIVATE STREET) DETAIL 'S' NO SCALE - SEE SHEET 7 F 0 of COTTAGE COURT o (PRIVATE STREET) I� z N53'59'31 "W I 0.76' 39 K LOT 'G' w 0.296 ACRESFN 0 0 z LOTH 0.239 ACRES DETAIL 'H' NO SCALE - SEE SHEET 4 TRACT NO. 19063 IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. rCHARLES J. MOORE L.S. 9106 rDATE OF SURVEY. -APRIL 2020 I �7' �DI I - w c-tLOT 'A' � 2.029 ACRES LOT 'AF z N54°01'21 "W N53°46'56"W I I I 1,779 S.F. 72.54' 249.89' - y 37.87' - 38.63' - 1>": 42 I43° 50 , o r R, 237 66 40 �' I I LOT 'AO' n I N54 19.00' W (R) 1,801 S.F. 00C4 LOTS 165 N LOT 'R' In NNS LOT 'F' I I 8,502 S.F. rn �.,� ^ 11 /1 1.622 ACRES I I z I 1 u� - J L I J L J I_ DETAIL 'I' DETAIL 'J' NO SCALE - SEE SHEETS 4 & 8% NO SCALE - SEE SHEET 4% CURVE TABLE (THIS SHEET ONLY) NO. 00 cr-� 00 w 519.00' 0'29p28" 4.45' C2 w � ¢ LOT 'B' N p 1.006 ACRES JO 1 4.23' C4 I I -A= 20°04'47" 0.73' 5239.05 R= 400.00' N89'19'48109.78' - L= 140.18' 1 MEADOW DRIVE (PRIVATE STREET) DETAIL 'S' NO SCALE - SEE SHEET 7 F 0 of COTTAGE COURT o (PRIVATE STREET) I� z N53'59'31 "W I 0.76' 39 K LOT 'G' w 0.296 ACRESFN 0 0 z LOTH 0.239 ACRES DETAIL 'H' NO SCALE - SEE SHEET 4 TRACT NO. 19063 IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. rCHARLES J. MOORE L.S. 9106 rDATE OF SURVEY. -APRIL 2020 I �7' �DI I - w c-tLOT 'A' � 2.029 ACRES LOT 'AF z N54°01'21 "W N53°46'56"W I I I 1,779 S.F. 72.54' 249.89' - y 37.87' - 38.63' - 1>": 42 I43° 50 , o r R, 237 66 40 �' I I LOT 'AO' n I N54 19.00' W (R) 1,801 S.F. 00C4 LOTS 165 N LOT 'R' In NNS LOT 'F' I I 8,502 S.F. rn �.,� ^ 11 /1 1.622 ACRES I I z I 1 u� - J L I J L J I_ DETAIL 'I' DETAIL 'J' NO SCALE - SEE SHEETS 4 & 8% NO SCALE - SEE SHEET 4% } I o N � 1 V N O� _W LOT 1 01 4,825 S.F. J No V785620"wgo. pg4' I I � �o LOT 102 1 o^10 h 4,671 S.F. 1 DETAIL 'T' NO SCALE - SEE SHEET 7 CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 519.00' 0'29p28" 4.45' C2 519.00' 0'01'26" 0.22' C3 519.00' 0'28P02" 4.23' C4 153.50' 29'04'19" 77.89' C5 148.87' 28-51'57" 75.00' } I o N � 1 V N O� _W LOT 1 01 4,825 S.F. J No V785620"wgo. pg4' I I � �o LOT 102 1 o^10 h 4,671 S.F. 1 DETAIL 'T' NO SCALE - SEE SHEET 7 CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C6 NLO 04 v 43.90' C7 LOT 'F' 3'25'05" 1.46' C8 24.50' 1.621 ACRES 1.38' C9 24.50' 102'40'02" 43.90' C10 N89°18'38"W 35.50'- 11 °32'46" 30.93' O ca N Q 1 II r w II w u' - 33-.50'- o O w DETAIL 'U' NO SCALE - SEE SHEET 7 N89°18'38"W w o NO SCALE -SEE SHEET 8 0 w o Q � _J DETAIL 'N' NO SCALE - SEE SHEET 6 } I o N � 1 V N O� _W LOT 1 01 4,825 S.F. J No V785620"wgo. pg4' I I � �o LOT 102 1 o^10 h 4,671 S.F. 1 DETAIL 'T' NO SCALE - SEE SHEET 7 CN CN No N89'18'38"W 18.50' N89°18'38"W--------- - _ 18.50'_ _ I� No oW N CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH C6 24.50' 102'40'02" 43.90' C7 24.50' 3'25'05" 1.46' C8 24.50' 3'13'42" 1.38' C9 24.50' 102'40'02" 43.90' C10 153.50' 11 °32'46" 30.93' CN CN No N89'18'38"W 18.50' N89°18'38"W--------- - _ 18.50'_ _ I� No oW N cr LOT 'F' o - 4,695 S.F. hQ 1.622 ACRES N L 0.224 owi "i Q ¢ -�N76• �8284j 7 w<R 5'15»w aQ- '9 54' 4116" 7g. 4.50 3 07 °� °°2' DETAIL '0' NO SCALE - SEE SHEET 6 r o LOT 100 0 v o - 4,695 S.F. hQ r� co coNf- 0.224 /V" 11 /1 �J 00 M d -�N76• �8284j 7 w<R 5'15»w aQ- '9 54' 4116" 7g. 4.50 3 07 °� °°2' 09„ 21 I I 7632 74 N20°55'08"W (R=24.50') LOT 108 LOT 101 � 6,844 S.F. 4,825 S. F. Q' �W� LOT 'T' �� ; ^ 4,530 S.F. CO O ca N Q 1 II r w II w u' o LOT 'AI' `� J DETAIL 'U' NO SCALE - SEE SHEET 7 DETAIL 'P' NO SCALE - SEE SHEET 6 I , I N uLOT 98 1 o N 4,817 S.F. 1 v m gp.34'' N68°46'29„W ;O rn 0 LOT 99 4, 717 S.F. U) r II I 1 11 11 4t v ( N X00 BIW I cno� I L DETAIL 'V' NO SCALE - SEE SHEET 8 N coco O n j w o Lu o z W W � ¢ Q � o U (0 c C� Z I - DETAIL 'K' I LOT 'A' 2.029 ACRES N53°59'46"W 19.00' I I I LOT T 224 ACRES I NO SCALE - SEE SHEET 5 LOT 'X' r G N 10 I LOT o. v � ti�5• 3 5p') I 125 , �� E (R5150) r 22 96 1g \ 1465°04 48 -;;-\N W CR/2 r N72•12 23 E \ �' � 142112 4 LOT F ' RIvE 1464 5 ? MB�NE r OEC) /� I � ,1W1/ CPRjvATE S 6•$2 co � I 13 i 49.15' / 49.00 1472.12 23„E 15 75 33, 1 p. I%Z I LOT 'E' o_ D-_ 105'53'44" 1 R= 24.50' L= 45.28'-- 26 33 C9 ca ~ I '2 3 E 6 E (R-153 50') 0) �? LOT ' 45 O 08 3, R,2 1479 °SS,W , N14 33 LOT 'AN' DETAIL 'Q' NO SCALE - SEE SHEET 6 LOT 'AD' 11 N29 -0324"E (R) 10, 229 S.F. 1 9.32' 4, ' �R= 61.00', D= 9°46'44"� L= 20.81 R= 194.35 L= 33.17 N61 °26'45"W N28'02 25 E (R) 0.25' ----- LOT 94 L9,367 S.F. - DETAIL 'W' NO SCALE - SEE SHEET 8 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS ii Zo co O C6r< N � ' N53 59'46"W - 19.00' iR w o C) �C5 o U� o cr 0::� O � z i LOT 'A' 2.029 ACRES 1 N53°59'46"W �- 19.00' LOT 0.263 ACRES DETAIL 'L' NO SCALE - SEE SHEET 5 q5 N LOT 'D' w Ln O 17,043 S.F. wW o N119°18'38"W 19.00' C� -N89°18'38"W 19.00' w N LOT 'B' :r °�' 1.006 ACRES Q) I z I 1 1 1 DETAIL 'R' NO SCALE - SEE SHEET 7 t r LOT 'F' cn I ? LOT 'I' I 0.224 LOT 'F' o o_ W ACRES � o_ 1.621 ACRES (R) ', 4116" 7g. 4.50 3 07 147212 o� 45" N76°47'04"E (R=238.50') 7632 74 N20°55'08"W (R=24.50') p LOT 7 --- LOT 'C' 5,143 S.F. �W� LOT 'T' �� ; LOT 'AO' 4,530 S.F. CO 22,040 S.F. DETAIL 'P' NO SCALE - SEE SHEET 6 I , I N uLOT 98 1 o N 4,817 S.F. 1 v m gp.34'' N68°46'29„W ;O rn 0 LOT 99 4, 717 S.F. U) r II I 1 11 11 4t v ( N X00 BIW I cno� I L DETAIL 'V' NO SCALE - SEE SHEET 8 N coco O n j w o Lu o z W W � ¢ Q � o U (0 c C� Z I - DETAIL 'K' I LOT 'A' 2.029 ACRES N53°59'46"W 19.00' I I I LOT T 224 ACRES I NO SCALE - SEE SHEET 5 LOT 'X' r G N 10 I LOT o. v � ti�5• 3 5p') I 125 , �� E (R5150) r 22 96 1g \ 1465°04 48 -;;-\N W CR/2 r N72•12 23 E \ �' � 142112 4 LOT F ' RIvE 1464 5 ? MB�NE r OEC) /� I � ,1W1/ CPRjvATE S 6•$2 co � I 13 i 49.15' / 49.00 1472.12 23„E 15 75 33, 1 p. I%Z I LOT 'E' o_ D-_ 105'53'44" 1 R= 24.50' L= 45.28'-- 26 33 C9 ca ~ I '2 3 E 6 E (R-153 50') 0) �? LOT ' 45 O 08 3, R,2 1479 °SS,W , N14 33 LOT 'AN' DETAIL 'Q' NO SCALE - SEE SHEET 6 LOT 'AD' 11 N29 -0324"E (R) 10, 229 S.F. 1 9.32' 4, ' �R= 61.00', D= 9°46'44"� L= 20.81 R= 194.35 L= 33.17 N61 °26'45"W N28'02 25 E (R) 0.25' ----- LOT 94 L9,367 S.F. - DETAIL 'W' NO SCALE - SEE SHEET 8 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES, EASEMENT NOTES AND EXISTING EASEMENTS ii Zo co O C6r< N � ' N53 59'46"W - 19.00' iR w o C) �C5 o U� o cr 0::� O � z i LOT 'A' 2.029 ACRES 1 N53°59'46"W �- 19.00' LOT 0.263 ACRES DETAIL 'L' NO SCALE - SEE SHEET 5 q5 N LOT 'D' w Ln O 17,043 S.F. wW o N119°18'38"W 19.00' C� -N89°18'38"W 19.00' w N LOT 'B' :r °�' 1.006 ACRES Q) I z I 1 1 1 DETAIL 'R' NO SCALE - SEE SHEET 7 z �z w r LOT 'F' cn I 1.622 ACRES V-0-. I u I W (R) o - N63•33'46"W 19•p0 cfl w oho o� LOT 7 --- LOT 'C' 5,143 S.F. 0.471 ACRES 23„ B.05 6.50 , DRi 1 94.39 Q 1 II r w II w u' o LOT 'AI' `� J 1,315 S.F. DETAIL 'X' NO SCALE -SEE SHEET 8 SHEET 11 OF 11 SHEETS ALL OF TENTATIVE TRACT NO. 19063 NUMBER OF LOTS: 169 NUMBERED 43 LETTERED (A—AQ) TOTAL ACREAGE. 34.061 ACRES (GROSS) 33.625 ACRES (NET) LINE TABLE (THIS SHEET ONLY) NO. BEARING DISTANCE L1 N0053'l9"W 11.35' M.&R1 L2 N54'01'21 "W 25.36' L3 N54'01'21 "W 28.54' L4 N36'15'27"W 4.87' L5 N36"15'27"W 15.20' L6 N2821'01 "E 85.94' L7 N2821'01 "E 15.13' L8 N54'01'21 "W 25.46' L9 N53 -57'41"W 10.06' L10 N54-01'21 "W 25.00' M. &R 1 CURVE TABLE (THIS SHEET ONLY) NO. RADIUS DELTA LENGTH Cl 1000.00' 10'43'50" 187.28' 1 C2 1200.00' 00'34'00" 11.87' TRACT N0. 19063 IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA PROACTIVE ENGINEERING CONSULTANTS, INC. CHARLES J. MOORE L.S. 9106 DATE OF SURVEY. -APRIL 2020 [13 L1 v 1 Itly v C1 �� 061• 0 ✓O� ��Pp 96� �h ' `4 1 �� lFp Q 1 o� i 01 / `1 100 4. � 8 A/ Ns4b7•),7 262 .� S qel o�Nv r2 3S,Q8 (2 Sym eY r�6Q S � �6J2 �2 R2J TFRSFc�oN NW'LY LINE LOT 64 "/N5823'20"E 25.37' [25.76] N48'06'33"W (RLE] d= 4-27'50" (4= 4-27'55"] R= 1042.00' [R= 1042.00'] L= 81.18' [L= 81.2l] \ N4338'43"W (� -SNF, ESTABLISHED BY INTERSECTION ,—L2j os, y,\ NW'LY LINE LOT 64 X80 a2 j� 1p, I - 2 s�>� PARCEL 3 A > -vso R'J F PARC ELS 2 0� �) I ? G / 4 �6s S3S' 76 SNF LLA 18-00004 WOT. NO. 20WOOD0379334 O.R. RECORDED V DIV 8120018 PARC ELS I q DEL OBISPO STREET ESTABLISHMENT THE q OF DEL OBISPO STREET WAS ESTABLISHED FROM THE SOUTHERLY DETAIL 'B' I \ CURB ALIGNMENT AND THE STREET IMPROVEMENT PLAN FOR DEL OBISPO STREET, PEDESTRIAN SAFETY PROJECT, CITY OF SAN JUAN CAPISTRANO 1"=60' 41�� L1 �p0 96 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES, EXISTING EASEMENTS AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES AND EASEMENT NOTES } z C14 V -P ZE -SE'LY LINE LOT 63, ESTABLISHED 10' & PARALLEL WITH q ALIPAZ STREET (FORMERLY RIVER STREET) PER TRACT 103 SNF ESTAB. ALIPAZ STREET to BY INT. (FORMERLY RIVER STREET) 1 PER TRACT 103 2 = N37'42'03"E 427.78' M. &R1 &R3 — 1 '12.53' N37°42'03"E — 1087.79' (1087.75' R11) C2 0 SNF, ESTA8. 8Y � / U RECORD DISTANCE \ s? y, p .6b Il , � � � � ALI PAZ STREET 427.78', PER R1 O X501 SO �'9 3 JJ, �So3 3 �2J 6>>6. (36) rwTAu '/"' // 5 v stj•� SNF 9g S6 �9S7 3, '9' J� u o [13 L1 v 1 Itly v C1 �� 061• 0 ✓O� ��Pp 96� �h ' `4 1 �� lFp Q 1 o� i 01 / `1 100 4. � 8 A/ Ns4b7•),7 262 .� S qel o�Nv r2 3S,Q8 (2 Sym eY r�6Q S � �6J2 �2 R2J TFRSFc�oN NW'LY LINE LOT 64 "/N5823'20"E 25.37' [25.76] N48'06'33"W (RLE] d= 4-27'50" (4= 4-27'55"] R= 1042.00' [R= 1042.00'] L= 81.18' [L= 81.2l] \ N4338'43"W (� -SNF, ESTABLISHED BY INTERSECTION ,—L2j os, y,\ NW'LY LINE LOT 64 X80 a2 j� 1p, I - 2 s�>� PARCEL 3 A > -vso R'J F PARC ELS 2 0� �) I ? G / 4 �6s S3S' 76 SNF LLA 18-00004 WOT. NO. 20WOOD0379334 O.R. RECORDED V DIV 8120018 PARC ELS I q DEL OBISPO STREET ESTABLISHMENT THE q OF DEL OBISPO STREET WAS ESTABLISHED FROM THE SOUTHERLY DETAIL 'B' I \ CURB ALIGNMENT AND THE STREET IMPROVEMENT PLAN FOR DEL OBISPO STREET, PEDESTRIAN SAFETY PROJECT, CITY OF SAN JUAN CAPISTRANO 1"=60' 41�� L1 �p0 96 SEE SHEET 2 FOR BOUNDARY, BASIS OF BEARINGS, DATUM STATEMENT, MONUMENT NOTES, EXISTING EASEMENTS AND RECORD REFERENCES. SEE SHEET 3 FOR SHEET INDEX, NOTES AND EASEMENT NOTES } z C14 V -P ZE -SE'LY LINE LOT 63, ESTABLISHED 10' & PARALLEL WITH q ALIPAZ STREET (FORMERLY RIVER STREET) PER TRACT 103 SNF ESTAB. ALIPAZ STREET to BY INT. (FORMERLY RIVER STREET) 1 PER TRACT 103 2 = N37'42'03"E 427.78' M. &R1 &R3 — 1 '12.53' N37°42'03"E — 1087.79' (1087.75' R11) C2 0 SNF, ESTA8. 8Y � / U RECORD DISTANCE \ s? y, p .6b Il , � � � � ALI PAZ STREET 427.78', PER R1 O X501 SO �'9 3 JJ, �So3 3 �2J 6>>6. (36) rwTAu '/"' // 5 v stj•� SNF 9g S6 �9S7 3, '9' J�